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�oSUFFO(p�OGyr Town of Southold 7/13/2023 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44276 Date: 7/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2495 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-75 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this,office dated 4/21/2022 pursuant to which Building Permit No. 47737 dated 4/25/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,front covered porch,rear concrete porch and attached garage as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0044 2/28/2023 ELECTRICAL CERTIFICATE NO. 23-85157 4/12/2023 PLUMBERS CERTIFICATION DATED 11/30/2022 C r Sanders th riz %ignature FFoc� TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "o • ¢� SOUTHOLD, NY s BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47737 Date: 4/25/2022 Permission is hereby granted to: Brooklyn Timber LLC c/o Patricia C. Moore 51020 Main Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. (Lot#21) At premises located at: 2495 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-75 Pursuant to application dated 4/21/2022 and approved by the Building Inspector. To expire on 10/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2 .80 CO-NEW DWELLING $50.00 Totah $2,508.80 Bu i din 4.p ar Certificate of Compliance .. ................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, I C:._ 188 PARK AVENUE JU` :1 APR 2 4 2023 AMITYVILLE, NY 11701 AP P• (631) 598-5610 C W6�O��r�lBUI �a�riLDias'OEP�III .............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 2495 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2495 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85157 Certificate#: 23-85157 Electrical License#: 4806-ME '4773.7 Section: Block: Lot: Building Permit#: 45946=P4=8 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp UG Service Equipment/Air Conditioning Equipment ( 2 Units) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of April 2023 Name QTY ARC-Fault- 15 Amp, 120V 7 AC Blower- 15 Amp, 220V 2 Switch - 15 Amp, 120V 48 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Duplex Receptacle- 15 Amp, 120V 62 Fixture Outlet- 15 Amp, 120V 18 GFI Receptacle- 15 Amp, 120 V 3 Exhaust Hood - 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano \\ VIW ;n- _APPROVED?o This certificate is not valid unless raised seal is present. �1 Certificate of Compliance _.............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 2495 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 2495 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85157 Certificate#: 23-85157 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 4 Name QTY AC Condenser-30 Amp, 220V 2 ARC-Fault- 20 Amp, 120V 2 Dishwasher Circuit- 20 Amp, 120V 1 HVAC Unit Circuit-20 Amp, 120V 1 Incandescent Fixture- 15 Amp, 120V 38 Meter-200 Amp, 240V 1 Power Panel - 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 UG Service Feeder-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano � uC„AL. Nz bs', �APPROVEDo ... .... This certificate is not valid unless raised seal is present. 1 Town Hall Annex 1 Telephone(631)765-1802 54375 Main.Road Fax(63 1)765-9502 P.O.Box 1179 ' `' . Q: .• Southold,NY 11971-0959 BUILDING DEPARTMENT j \ 1 TOWN OF SOUTHOLD _ l CE.RTIFICATIO;N r:�: C, � , • Building:Permit No. Owner: (Please print) Plumber: .;.. GrlQs,,;_Jt°: ..:::...:...:.....:.......:.:<....y....... .. • . ... ...:: _ (Please print) I certify that the solder used in the water supply system contains less than.2/10 of 1% 'lead. 1 (Plumbers Sigtlature) ' Sworn to before me this. day of dV' 0nb?j1-, :20 xN 0 Notary Public,. °,A aR�sp51, y 7 7 3-7 " OF SOUIyo� �� TOWN OF SOUTHOLD BUILDING DEPT. q °, �`ycourm ' 765-1802 INSPECTION [k/] FOUNDATION 1ST [ ] ROUGH PL13G. [0q FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 Fj/lil9L ZRCA0' 9:!�OVKP�6 ECtdiZi26 AM r tlp) p f l z.6 Fc l- Zv k(-,xAb)o--aov- �1 /yih Fc.i�A�h� cv -ZS CA-zi6hae Fri, 7'l+K & P TGs Gr_ FCtF.1w6 s T1.11611-61e., DATE �—Zc,—z z INSPECTOR /� Of SOUTyO - - - TOWN OF SOUTHOLD BUILDING DEPT. Coulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ rlN UGH PLBG. FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: All .1114 DATE 10 INSPECTOR ��o�aOF SOUTyo6 -- �� * # TOWN OF SOU NO T LD BUILDING DEPT. °�courmN�' 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: rx WA ID r DATE INSPECTOR pF SOGTyo -— # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL go [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ENTAL REMARKS: in 4*("1 o n 'a 0►1 V eo� �AIM t4 0#7D 6®rvG/l �. IFF r DATE �7 INSPECTO '.3 i I pop IM��j� Lot 21 #2495 Stanley Garage stmr rail LOW IPA Elm Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2495 Stanley Road ` to A city: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: April 25, 2023 Outdoors Temp During Test: 52 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.9 pa. Appliances/Fireplace Simulated for Test? Yes_ No✓ Net Change: -5.9 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other I Venting Tvpe s Drat Sia lla�e S iSn Ilage. CO CO - E cien Fuel e. Circle Te Pascal orst Case atural orst Case alum! . Rating: N_P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 17 PPM 17 PPM Yes ✓ T ie: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Heater Primary: No _ Instantaneous Commercial (See Note 5below) (Gallons) a Stand Alone s z Venting Ty-ye' Drat S i�Ilaee Spillage(Natural) CO CO Efficiency Fuel Type (Circle,Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 5 PPM 5 PPM Overt- Oven is Electric or No Oven Exists 12 Oven Range Hood Vented to Outside Yes ✓ No Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal a Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric s Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style., Commonly Vented with Heating System or Stand Alone dependently Vented orOrphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: April 25, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 REWRate - Residential Energy Analysis and Rating Software v16.0.4 . New York Compliance Certificate Project Title: New Home 1000-106-8-75 Report Date 2023-04-25 Data Filename 2021_025 2495 Stanley Rd.C.CC_HERS.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 51 Construction Site Owner/Agent Designer/Contractor HERS Rater 2495 Stanley Road Brooklyn Timber, LLC Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2495 Stanley Road 3080 Route 112, Suite C Jerry D'Amaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 4613 Conditioned Volume (cubic ft) 51160 Insulated Shell Area (sq ft) 8986 The items below will be inspected for energy code certification. Any deviation'from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5884 Maximum UA 496 Your Home Energy Cost($/yr) 4995 Your Home UA 470 Better Than Code (Pert) 18.9% Better Than Code (UA) 5.2% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF** 1281 39.0 0.0 39 Roof 2: R39,FG1,OC-SPF** 422 39.0 0.0 13 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16** 237 15.0 0.0 19 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. er � REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity. Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-16.7 JD OC SPF** 375 11.7 5.0 23 AG Wall 4: _R15,FG1,4-16** 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond - garage 25 13.0 0.0 0 Joist 3: Cond -> ambient 65 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 DH** 239 0.300 72 Window 2: U:0.30, SHGC 0.28 DR** 82 0.300 25 Window 3: U:0.28, SHGC 0.31 PIC** 64 0.280 18 Door 1: PCH Front Door** 32 0.230 0 Door 2: PCH Garage** 18 0.150 0 Door 4: 1-3/8 Wd panel 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-16** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-10ft-pa** 1587 0.0 11.0 86 Wall 2: R-11 Blanket-10ft-pa** 250 0.0 11.0 14 Window 4: U:0.29, SHGC 0.27 CS** 28 0.290 8 Door 3 22 0.220 0 Duct InsulatiQR-V Infiltratio Htg: 1.78MechanicHeating: Fution, 43. kBtuh, 96.6AFUE. Heating: Fution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the.2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the REWRate- Residential Energy Analysis and Rating Software v16.0.4 This;information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 A REM/Rate - Residential Energy Analysis and Rating Software vi 6.0.4 New York Compliance Certificate 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in.which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. lerry O&arO 4z -.Zoz-� Name -Title Signatu a 41 Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 RESNET HOME ENERGY RATING Standard Disclosure For home(s)located at: 2495 Stanley Road City: Mattituck State: New York Check the applicable disclosure(s)in accordance with the instructions on the reverse of this page: 1 ❑i The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home: ❑A. Mechanical system design ❑ B. Moisture control or indoor air quality consulting ❑C. Performance testing and/or commissioning other than required for the rating itself ❑ D. Training for sales or construction personnel ❑p E. Other(specify) Architectural plans and Manual J,S & D 3. ❑The Rater or Rater's employer is: ❑A. The seller of this home or their agent ❑ B. The mortgagor for some portion of the financed payments on this home ❑ C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4❑The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR Is in the business of: HVAC systems......................................... ❑ Rater❑ Employer ❑ Rater❑ Employer Thermal insulation systems ..................... ❑ Rater❑ Employer ❑ Rater❑ Employer Air sealing of envelope or duct systems . ❑ Rater❑ Employer ❑ Rater❑ Employer Windows or window shading systems..... ❑ Rater❑ Employer ❑ Rater❑ Employer Energy efficient appliances...................... ❑ Rater❑ Employer ❑ Rater❑ Employer Construction (builder, developer, ❑ Rater❑ Employer ❑ Rater❑ Employer construction contractor, etc) Other(specify): ❑ Rater❑ Employer ❑ Rater❑ Employer 5 l3 This home has been verified under the provisions of Chapter 6, Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Jerry D'Amaro R!er's inted�We� Certification# 2614397 Rater'L Signature Date 04/25/23 1 attest the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https:Hstandards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20, 2017 CERTIFICATE O F I N S U LAT I O Nara For the following home: Lot 21 - The Fields at Mattituck; 1000-106-08-75 STREET ADDRESS 2495 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Bum Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-16 inches Garage Ceiling:2-Layers Knauf Ecobatt R-25 in 2nd floor platform(total:R-50) The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITYY� STATE ZIP 11/30/2022 SIGNATURE DATE �`�Z���,`►e4�0141+4/v��`�J�� \�1 �O�®eaar• • ��/�i � Contractor's Submittal ti , c1. D, , Material approved for use in project. M KNAUF INSULATION, INC. 2495 Stanley Road,Mattituck = '1 �,� ��" One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. � g, �S' * 1 Shelbyville, IN 46176 q cettr�"X yv Technical Support CHECKED DEr`n 0 2022 (317)398-4434 ext.8727 info.us@knaufinsuI�jtion.com O1-20 0 2020 Knauf Insulation, Inc. DATA SHEET Basement Wall Insulation IN�ULAT► with ECOSG- Technology FOR THE WORLD WE LIVE IN." DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: SOB: The Fields at Mattituck- Lot 21 a perforated facing that can be left exposed. It is also available November 30, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE • • THE WORLD WE LIVE K The perforations in the facing allow moisture to pass through the • Knauf ucts with,ECOSEO proper thermal performance. material, reducing the possibility of condensation and ensuring Insulation . .ea e- •e- e patented,bio-based . e- - alternative to the phenol/formaldehyde(PF) binder APPLICATION products.traditionally used in fiberglass e- e e . e e e e•• e e e • New construction or for retrofit in existing homes unique appearance and makes it f6rmaldehyde-free. SPECIFICATION COMPLIANCE All of our productsmade from sustainable resources, • ASTM C665 , to • Type 11, Class A, Category I I be puttingbottles back to work • IECC Code for a continuous R-value with a Class A Fire landfills.Our e e e • . rating with no further modification bottles each INDOOR AIR QUALITY month. • EUCEB Certified NIP Adilk With COS Contractor's Submittal Material approved for use in project. 2495 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. .76 R-Value Dimensions Facing _„ 3.5"x 48"x 60' R-11 PSK Perforated (White) 3.5"x88"x60' 41 Property(Unit) Test Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. N ® Plus ThB �O-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International 17 { Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certifieda�,. intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. i MV ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: gallon drum (208 L),net 45 gallons (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storaae need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305.TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes: ER-305.TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet (SDS) Material approved for use in project. VOC Content: 18 g/L 2495 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn, Inc.warrants that the No-Burd formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https://www.noburn.com/policies-proc durest ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made In the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation With ECOSE Technology FOR THE WORLD WE LIVE IN! DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: barrier for energy-efficientMpg; The Fields at Mattituck- Lot 21 construction. Ecobatt insulation November 30, 2022 products can be used in new and retrofit wood and metal frame DATE: applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE • • THEVORLD WE LIVE. IN. Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. Products Technology made using our patented, bio-balsed binder-a smarter APPLICATIONS binderalternative to the Cavity walls, exterior and partition walls, floors, ceilings, traditionally usedin fiberglassproducts. ° attics, basements and crawlspaces binder,holds our product together, ives the °° uct its unique appearance and makes it fornlialdehyde4ree. SPECIFICATION COMPLIANCE All of our products ,- from,sustainable resources, • ASTM C665 (facing); such as recycled glass and sand. proud to • Type I, Class A, (Unfaced) ,. putting glass bottles back to work • Type 11, Class C, Category 1 (Kraft) landfills.'Our products are made 0% • Type 111, Class A, Category 1 (FSK-25 foil) recycled glass—totalingbottles „ • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M withECOSE • State of Minnesota INDOOR AIR QUALITY - - ' • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 2495 Stanley Road,Mattituck h1b6A Approved by D'Amaro Engineering and Surveying,P.C. e Property(Unit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption(by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings:25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. Bunch, Connie From: Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer; Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses being built there. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25- Fields at Mattituck Good morning Connie, Our office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not,we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots)was built in strict accordance with the approved final plat. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X2451 f(631) 286-6314 www.lkma.com I cdwyer@Ikma.com 1MA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 FIELD INSPECTION REPORT DATE COMMENTS �o. FOUNDATION (1ST) -------------------------------- FOUNDATION (2ND) rArA -J k A z 0 rn ; fGSSrY�i I.v G LA m— -0 t I— VZIAmo A H ROUGH FRAMING& y PLUMBING � d 1 INSULATION PER N.Y. hs. �h 0.�✓ STATE ENERGY CODE INN0.+va OAS -s S -)rD WA A owl FINAL —Te a $ A 0 Looe ADDITIONAL COMMENTS 491011 ff Z2509 1 7-'7,'- PAU 31 re-C l0 75 c-tr�ic, o -46 dJ 18 23 e r c 4 C 6p- . GG On 1 g-t2L3 ec'ol Ide✓ f3061 LSH i ttrt 16114 Serve G 'o N H � O y ..0 C7 b y TOWN OF SOUTHOLD–BUILDING DEPARTMENT 51 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Tele hone 631 765-1802 Fax 631 765-9502 h s //www.southoldtownn ov- *—.,C� � P ) ) ttp Y li Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: fJ U APR 2 12022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. TOWN OF SOUTHOLD Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Zenith Property Group LLC SCTM#1000-106.00-08.00-075.000 Project Address:2495 Stanley Rd., Mattituck NY 11952 Phone#:631-512-4522 Email: Mailing Address:3080 route 112 suite B Medford NY 11763 CONTACT PERSON:' Name:Chris Dwyer Mailing Address:437 South Country Road, Brookhaven, NY`11719 Phone#:631-286-8668 Email:cdwyer@lkma.com DESIGN PROFESSIONAL.INFORMATION: Name:Robert A. Steele,. P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address: 437 South CountryRoad, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@lkma.com CONTRACTOR INFORMATION: . Name:Modern Age Home Builders Mailing Address:308,0 Route 112 Medford, NY 11763, Phone#:(631) 569 4513 Email:catherine@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes []No 1 0 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ®Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter.236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit,pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk,County,Wi4 York and other applicable Laws,Ordinances or Regulations,for the construction of buildkigs, Additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code; . housing code and regulations and to admit authorized Inspectors.on premises and in buildings)for necessary Inspections.False statements made herein are pu0shable as a Class•A misdemeanor pursuant to Section 210.45 of the Now York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer RAuthorized Agent Downer Signature of Applicant: Date: November 10, 2021 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Christopher, F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent , (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me thl \ `l IM day of201 Notary Pubic Ry SNOTgpUBLICSt,No.p1Wi62PRR OWNER AUTHORAelONcommisslcns jj a t of New York IAgl8o Wheth oore = �5 I, 1' -�✓o f�� residing at 3080 Route 112 Medford, NY 11763 do hereby authorize Ch ristopher F. Dwyer to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Zenith Property Group LLC Print Owner's Name 2 1 o�g11fF0�,��oG BUILDING DEPARTMENT-Electrical Inspector C*„ TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 9 �` Telephone (631)765-1802 1 Temporary Certificate # 1 32$ Date q / Z-1 2022 Customer Name 0,QS7S ; Electrician Name vCf_7 ,.1�0_G+r • Address Zyeis- Tf q Phone e-mail a-mail rnfpn 0 Plicc,rO el t rc6dre, Phone License# Size 20O A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 a s from the date ab e. Authorized by �gufFOtIr Y� BUILDING DEPARTMENT- Electrical Inspector r �Gy�tj TOWN OF SOUTHOLD o =E' Town Hall Annex- 54375 Main Road - PO Box 1179 '* Southold, New York 11971-0959 � �'yjj0 aO� i Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a.southoldtownny.gov – seand(@-southoldtownny.gov -.rr,4Qr` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 211 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (AII Information PZe wire(d) Name: oa�( S , Address A Cross Street: Phone No.: 6Oil Bldg.Permit#: 4V3A email: i n. Tax Map District: 1000 ection: Block: Lot: B IEF DESCRIPTION OF ORK, INCLUDE SQU E FOOTAGE (Please Print Clearly): VL) 411 4 ce, Square Footage: Ciir�ile All That Apply: $� Is job ready for inspection?: 2/YES ❑ NOough In ❑ Final Do you need a Temp Certificate?: ES❑ NO Issued On Temp Information: (All information required) Service Size —11 Ph❑3 Ph Size: 900 A # Meters � Old Meter# lew Service[]Fire Reco ect❑Flood Reconnect[:]Service Reconnect nderground[:]Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? N Additional �I2nform�aJt(io�n: PAYMENT DUE WITH APPLICATION S E.- ' 2022 BUILDING DEPT. TOWN OF SOUTIIOLD L11AA LETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS DATE: 04/21/22 PROJ NO.: 20099.000 437 SOUTH COUNTRY ROAD ATT: To Whom it may concern BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot 21 Town of Southold Building Department 54375 Main Road Building Permit Application(Updated Floor Plan) PO Box 1179 Southold,NY 11971 We are sending you Ex Attached El Under separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 4/21/2022 4 Building Permit Application 1 4/21/2022 4 SCDHS Approved Sanitary Plans&Permit Conditions 4 4/21/2022 10 Signed Architectual Drawings(The Oasis) 4 4/21/2022 1 Stormwater Management Site Plans 1 4/21/2022 - Res Check,Hers Ratings, Etc. 1 4/21/2022 1 Signed Survey 1 4/21/2022 1 Copy of Subdivision Map These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit \ Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After r Loan to Us REMARKS: Copy To: LKMA File,Zenith Property Group LLC Signed: Frank Papanikolatos EI LOTS 5-11 INCL. SURVEY OF LOTS 1-3 INCL, 13-17 INCL. AND 209 21 AND 27 it MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31, 2006 AS MAP 0 LOCATED AT j092 APR ? 2 - MATTITUCK MAP DF SUNSET KNOLLS, SECTIDN TWO BUILDING DEPT MAP N13, 5448, FILED 419170 AREA SUMMARY TOWN OF SOUTHOLD TOWN Or SOUTI-1,01-D SUFFOLK COUNTY, NEW YORK LOT LOT AREA NO, SQ,F.. J 0 SUNSET DRIVE 1 56,640 1P, (50** WIDE) 2 61,994 FNA 3 Mom FNA (1) L,) I'll DANIEL V AND MARIA T 1 IJ) SC.W.A. WELL SITE BRISL77-TI 5 NIF MILLER Rl) NIF41, S CD W N/F ANDREW AND I MICHELLE A ND 1 6 673 )- I' -P NIF CONS TA N TINGS MARIA S 7 E VEN MACROS NIF NIF NIF tCA THERINE AND M AND MARKELLA MASRIPLES SUFFOLK COUNTY Z-010"zV 7 36,951 PEGGY L OUILF D*U WA TER A U THORI T Y Z) 1 70 U) PERTSINIDES THANAS PAD O KONSTANTINIDES LOUKAS �j \0 CON TO VEROS 8 32,744 7-tz VA MA A 7, (LEANING) MON. FRA S23`14'40„ N ar Al/S 01. MCS FNA 13%?8' 9 56,959 1 Sp,#48,40,,E riN LINE 6 74.00' 100.2Lj- S22*00'50"E K r 0.91 �13�LSRIO ./--- — —11 10 47,9,33 MON. FNDI" NIS GL, E all 11 37,104 VALL -7 77/\ a,5, WIDE EXISTIVG ANDIOR 10, sg e, REL OCA TED RD,V, fell 0 21 13 51,437 10� 6"N 1* 44. $1- V.C.T.H. An 14 50,850 4 W 1000-10600-08.00-075,000 sx.Tm, Na I (D 1000-106-00-08,00-067000 40EASEMENT FOR NIF SCTM No, 15 49,1?08 C3 SC,TM, AV, STORM WATER 7' — PETER AND ELAINE 1000-106,00-08,00 .000 1000-106-00-OaOO-068,000 N20*3;"00"W1�401001 RETENTIGN 37,240 V, PSYLLOS AREA 1A t 16 520*.?7T0'1E R4U001 0�j N n < IT4 17 30.,931 M g SUBJECT PO "7 yFr ce. Pas 7 Q. 20 32,685 9 S.C.TA N9 SIC TIM KV. Pit// PROPERTY 1000-106,00-08,00-074 000 00-W,00-069-000 1000-106 Z 21 41,195 C) co N/T "::: I RRE ROW L L C NIF CREG6 P 22 31,876sK 9r SX,r.X AC 1 t Z S + 24 32,803 TOWN OF SOUTHOLD —60 50 Nlr I I MON I I NIF EIV NICKOLAS AND DINA LVLR NF LLC SCTM,M, NG, E/V 1711 25 34,08,? or, kN, \ KANELLDS LZO I (D Q / SIC,TIM, No. Svc,TM1 No. ITICTM. A97 1000-10,5,00-08,00-070,000 fi 10,70-106 00-W-00-073 1000-106,00-08.00-07 P61 32,010 60 N16'38 � 11 R04,07-77-77P AS S.0 r.H. AWV1 1000-106,00-08100-0554 ' 00 271 1,367,048 J SIC,TR NO, A W-r MtorvAY 1000-106,(0-08,00-065,000 R13A D 145.,800 120, WIDE E,4 81,801 REL OCA TED TDTAL AD.V, N/r, @ NIF JUSCPH M AND SCTM. AV. --y." 156,974 ACRES VE =1T.H1 Na. AVE UGG RONDINGNE VrrVAY ERIN R MACART 1000-10600-W.00-071,000 1000-106,00-08,00--076.000 1 ')'VA =.TX. Mal TX, AV, At 1000-106,00-08,00-078,000 -106,W-09,00-07P.000 OP/ S41TIM, N17. W 1000-106,00-06,00-077,000 Z Q, isS.CTM, NO, 1000-106,170-08,00-064,000 w¢ MM. rN MAIN 56' 50' WIDE WATER 69 IN 4�b EASEMENT TO THE #3ro SUFFOLK COUNTY - LEGEND 4b TV-_ 14 ; ��z - ;I_ I WATER A U THORI T Y _�4 NIF 0 -DECIDUOUS TREE SQ Z5 %16 AREA 145,800 10 / cuCAROL C, KEIL (9) . .. ... DRAINAGE MANHOLE LOCATION MAP 0 . .. ... . ELECTRIC MANHOLE S,C.TIM, Nil, 0 FIRE HYDRANT (NO SCALE) NIF L 1 jA.MES AICD COLLEEN _j OT TEL EPHOME MANHOL E EVE STRAUSMAN WINSTON VA0,0 03 f MONT6011ERY SC TA AV. SICIT-M, No. CATCH BASIN 1000-106,00-08,00-059,000 1000-106,00-08,00-060,000 ROUND DRAIN INLET Q) SCTM NV. SETA!T-0N17, 4� �1SCTM No, WATER VALVE NOTES (FORMERLY ARTHUR BUMVS) 1000-106,00-08,00-057.000 1000-106- W00-061.000 t 1000-06.00-08,00-06R000 try . . . . . . . WATER METER x 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. CABLE TV BOX T1 a r M No, FA POINT T OF NO MON Oz. z 1000-106.00-OR00-0581000 sr � BEGINNING . .. . . . . LOT NUMBERS 2. BEARINGS AND DISTANCES AS SHOWN ON-THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT PILLAR 7 BUFFER AREA THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO. 11370. sew rT.t. END, I I"-- • • UNDERGROUND TELEPHONE 100�40-' nit L1tyF 8027 3. ELEVATIONS REFERENCE NA VD 1988. NZ3*1 N151,5710,0"V NR0018`0011V 41a85, __--,"--_Na?-3qoov i?ao.06'--__ NIF 854,13' WELL DGUCLAS A AND FRANCES M COOPER UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. 5, ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. PROPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTRICTIONS IN LIBER 11835 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PAGE 254 (NOT LISTED) AND LIBER 12389 PAGE 816 (NOT NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS LISTED). SHALL RUN ONLY TO THE PERSON FOR WHOM THE SU^WEY IS PREPARED AND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICA11ON AND THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND HOMEOWNERS ASSOCIATION IN LIBER 12429 PACE 522 (NOT TO THE ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO LIS-ED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ELECTRIC AND TELEPIiONE EASEMENT IN LIBER 12520 PAGE 531 1 (AFFECTS STREETS), 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON • ELECTRIC EASEMENT IN LIBER 10702 PAGE 482 (NOT APPLICABLE). THE GROUND AND/OR RECORD PLANS BEFORE ANY EXCAVATION IS TO BEGIN,ALL • ATER EASEMENT IN LIS----R 12495 PACE 137 (PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY 10. ZONING USE DISTRICT.AC(LOTS 1-26)AND LOT 27-PROTECTED. DATE BY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk County, New York TITLE SURVEY Property at Mattituck SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. CERTIFIED TO: TOWN OF SOUTHOLD: Ytk1T_H PROPERTY GROUP; DISTRICT 1000 SCHEYER COURT LLC; "THE FIELDS AT MATTITUCK" SECTION 113.00 JOHANNA RICHARD 2012 TRUST, BLOCK 02,00 BROOKLYN TIMBER LLC S LOT 001,002 GRAPMC SCALE L. K. McLEAN ASSOCIATES, P.C. AND 100 0 !0 100 200 400 1 hereby certify that this map was made from an actual survey CONSULTING ENGINEERS & LAND SURVEYORS SUFFOLK COUNTY REAL PROPERTY TAXMAP NO. completed by me on 10/09/2020. 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TOWN OF SOUTHOLD., DISTRICT_1000 Sheet No. 101- Designed By. &L.B./RM, Scale: 1 100' SECTION 106.00 IN FEET C BLOCK 08.00 1 inch = 100 ft TAMARA L. STILLMAN, RLS. LOTS 055.000-057.000 INCL. and 059.000-065.000 INCL. NYSPLS No. 50528 Drawn Byi T.L.S,/D.M. Date: 10/12/2020 and 067.000-071.000 INCL.and 074.000 and 075.000 Approved Bys T.L.S File Na. , 000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 21 FILED MARCH 31, 2006 AS MAP NO. 11370 SITUATE AT MATTITUCK TOWN OF SOUTHOLD N/F �v B07T.=54,8 x SIGNATURE FI-VE-L-HAN—TpAD ASPHALT PAVEMENT 57Bx 57,1 SUFFOLK COUNTY,NEW YORK STANLEY R x58.6 / 575 62.s 'RI M-57.75 x X60.4 = N AREA OF PARCEL = 41 ,196± SQ.FT. OR 0.946± ACRE (PRIVATE ROAD 50' WIDE) � BOrr.=sa,a � (8°ll'2 r— —' 5 40,00 C-6 TC=6?.31 CONCRETE CURB -58,88 — \ RIM=62.29 8' U �BURIED> 12' \I- V (BURIED) Q-99,o_** t' 30' _ LLI(2R=10700STONE WALL I MO D. 156.82 1 NIS O.L. 1 E 0.1' 0 I 1 Lv I � I. �i -VACANT- I cL I o 0 I NOTES 20 I MON. FND, ON LINE I 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. ' I 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK",FILED 20�' MARCH 31,2006 AT THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVD 1988. 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A I. LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, 3 SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. \ i � �� 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL u v OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE (Y� a CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND 1 I 1 N^ Y m SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO I o ti THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED I RI '^o_ HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. O f CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR ' I a SUBSEQUENT OWNERS. 1 I '1 xz 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY wQEIDED 1 MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY i EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY I Z COMPANIES. 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. I ` I 1 9. THE SURVEY CLOSES MATHEMATICALLY. O NON PI'S ISURBgNCE` ` ' NqT J .�C,OF NE URgC VEGETq'TIpN RE • ����A L. St/�( �'� 881 -'00- _ A� 050528 Is 1)2 p'3\ CERTIFIED TO: 1.BROOKLYN TIMBER LLC 2.FIRST INTERNATIONAL TITLE AGENCY I hereby certify that this map was made from an actual survey completed by me on 051131200' �/ 9a�n--d updated 12/2212020. 1 l,gt6l vl— TAMARA L. STILLMAN, P.L.S. LEGEND NYSPLS No. 50528 Q "••' ' '' ELECTRIC MANHOLE """""""CATCH BASIN es LOT NUMBERS 02112121 T.L.S. Added property corner monuments set T.L.S. DATE I BY DESCRIPTION APPROV. BY . ..... . BUFFER AREA REVISIONS y, ,] —T— ---• UNDERGROUND TELEPHONE Town of Southold O ..-..........TELEPHONE MANHOLE Suffolk County, New York QD """""""DRAINAGE MANHOLE Stanley Road —E—.. ........ ..UNDERGROUND ELECTRIC Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP Survey of Property DISTRICT 1000 —W—"""""""UNDERGROUND WATER y P y SECTION 106.00 ■ CONCRETE MONUMENT L. K. McLEAN ASSOCIATES, P.C. BLOCK 08.00 CONSULTING ENGINEERS & LAND SURVEYORS LOT 075.000 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Surveyed By. KG/JL Scale: 1"= 30' Sheet No. I nra. ny GLB Date: 12/09/2020 PA20099.000 Fields @ Matt/tuck Engr 8 Survey\Survey Dept\DrawIngs\20099.000 lot 21.dwg 6/29/2011 4:17 PM Tamara Stillman approved By. TLS File Na. 20099.000 Il LEGEND:PROPOSED BUILDING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES __ PERMIT FOR APPROVAL OF CONSTRUCTION FOR A w_ PRCPOSED ASPHALT DRIVEWAY s.� IX•Mme, STANLEY ROAD ASPHALT PAVEMENT B°T r'=J"'J PROPERTY UNE SINGLE FAMILY RESIDENCE ONLY ��— �e--IPRI�ATFgn�SDFJ�—=Fi°j ' -{3D-- PROPOSED CONTOUR T.5775 I:.0 DOSDN 40.0 C CONTOUR ':l R N 6 ;e, PROPOSED SEPTIC TANK T =1070.00 PROPOSED SANITARY LEACHING POOL DATE 2/8/2021 H.S, R F. No. _ R-21-0044 I s� =- 40,0 DRIED) `�=99,08 PROP.U.G. PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 56.92' /,-- SERVOELECTRIC 63 �J I/� -- SUNSET DRIVE PROPOSED SANITARY PIPE APPROVED AA q-11 5'Ml�l.\/ _I(�i — NIS'FL. a PROPOSED 8'ADS ROOF DRAINAGE PIPE I _5.pL I E 0.!' ;-1 FOR MAXI UM F 4 BEDROOMS 62 \ _ ,� \ - PROPOSED BV DRAINAGE STRUCTURE(SOLID COVER) PROP �—PROPOSED WATER SERVICE / e• ' TRENCH �—PROPOSED U.C.ELECTRIC SERVICE EXPIRES THREE Y ARS FROM DA OF APPROVAL IP r'O/ ) // I I DRAIN DOBE WALL EX.EK.UNDERGROUND WATER REMOVED EK.UNDERGROUND TELEPHONE _2.e1G 8 MIN. FE/ PROPWATER EXCAVATION INSPECTION REQUIRED \N• ti SERVICEI '0 5'MTN s'MIN.fO'MIN.1 I AFOR SANITARY SYSTEMrc PORCH nrDz BUILDINGS: PROPOSED 2 STORY RESIDENCE 2 STY. 4 BEDROOM I I Abo ZONING 4 BEDROOM BY HEALTH DEPARTMENT RESIDENCE L_ R-4D (RESIDENTIAL) SUFE ES RII _ W/ UNFINISHED GARAGE r . I BASEMENT F.F.=60.5 I SITE DATA: (\ F.F.=63.5 L_ SCTM#: 1000-106-08-075 4 SWc 00 N I� SITE AREA: 0.946 ACRES Zgo� � 1\�/ 10 GENERAL NOTES: p _v_ 0j IpaPtanKiddDlNa- po iP y�yWw 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY STRUCTURES. 2. THERE ARE NO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. - u I 1.5'PVCPROP. 3. THERE IS A WATER MAIN AVAILABLE ON STANLEY ROAD. G'•©'3 y PIPE 5OOL ) 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEOR°OMS. EQUIPMENT I ––— v TEST HOLE D. SURVEY NOTES: LOCATION - '� I °N LINE 1. MFJSUfal1EN15 ARE IN ACCORDANCE WITH U.S.STANDARDS. - �, BEAfaNGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE PROP. 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. POOL 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UDAR: POST SANIri FROM THE `I 31 I I 13ACKWASH NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION _ • _ i D.W. I 5. PROP e. 45ERTY SURVEY PERFORMED BY LK.McLEAN ASSOCIATES.P.C.ON 5-13-2009&UPDATED Mattieck Hiu-S Sr ''. sj 5 ON 11-25-20 _ m 57 i � � •y N`av `r v�pe.� r. c�, 56 I PROP. 4' HIGH METAL FENCE CT' AROUND.POOL W/4' WIDE SELF - 56 v_ t� LO 3: CLOSING GATE ptl PROJECT LOCATION t 66 ^ b DEPTH EXISTING - Tl GRADE _ _• ; a WOODED 0.0' 63.00' Ln - I N I \ II I CLAY AND SAND 9 ( \ \ B' 55.00• LOCATION MAP SCALE: 1'= 1,000' o I URBANCE Revised Plans Approved: 8/5/2021 SAND AND GRAVEL Permit Expires: 2/8/2024 jON � 8a y l n�zz 1100 --� >� ab'� 22.0' 41.00' 0.5' (HIGHEST EXPECTED GROUNDWATER) t' TEST HOLE BY YOUNG&YOUNG IN 2004 avg77cF<REdrRUST ``IJ2 \ (NO WATER ENCOUNTERED) 7/8/21 MF UPDATED FLOOR PLAN CFD HIGHEST EXPECTED GROUNDWATER O EL 0.50' DATE BY DESCRIPTION APPROV. BY SITE PLAN sE ETSsTrOLHEoocaL11P REVISIONS SCALE: 1•= 20' TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK SW / LOT 21 PROPOSED SANITARY PLAN * z L. K. McLEAN ASSOCIATES, P.C. O CONSULTING ENGINEERS 4W SWM CWN9f!M.RX11WAVEN,TRW TOLE(11719 rn "aiiem'�u a rK mac rc v n: 65 Shoat Na. m �nwrayo.ne.oaneaea.o 56? �•� De=igrnd BY: MF/CFD Scala: AS NOTED o uMQYO'ao^we'd p'a Io"' `�pROFE5510�P V rno.o By MF Data: MARCH 2021 SAII a en 044ao'mr'�`oad oa.m:i s �» Approved Sr. RAS FR.Na. 20099.000 F.F. ELEV.63.50' STOPPER OR END PLUG 10'x 15'OUAZTIE _ ENCLOSURE WITH COVER LOCKING CASTING TO GRADE IN LANDSCAPE AREA (EL 60.60) FINISHED GRADE CONCRETE COVER EXISTING AIN. 20" 1' IN. r GRADE - - MIN. 2 � ® CONCRETE CHIMNEY 4 ' �201t— SDR 35MIN. 4-% SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PVC PIPE PITCHED MIN. 1/4'PER 1' _ SDR 35MIN 4'DLk �O-PIPE PITCHED INVERT(IN) 6' — -- 6' ----- MIN. 1 8'PER 1• ELEV. 56.30' T ' 1 BAFFLE 1r 25'tAX. ' r CAST IRON PIPE SHALL WALL J__I�F'-2 EXTEND THROUGH INVERT(IN) 8' INVERT (OUT) FOUNDATION WALL A MIN. ELEV. 55.30' 4.0 ELEV. 54.80' 4• OF 2'. (EFF. DEPTH)T �7-to'--{ INVERT.70' SECTION ' 6" SDR 35 ELEV. 53.70' ' PVC DROP TEE S� PLAN 1/W TA WASHER L 4' MIN. 3/A'o-Rwc cA9Ef N� unx. 1. MA1gaALc:C@EORUS TO ASTM A49 cuts 309 OR 359 SPECIFICATIONS 8'0 1.250 GALLON SEPTIC TANK W/DOME Z LOAD RATING:FOR AASNm&HS 70-44 HIGNWAT LOADING 3. FRAME AND COVEN AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED ED 3 NOTES. 12'-0' 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER N.T.S• `O 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 28 DAYS. o 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND LOCKABLE. T 0 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT mDwEx GR E7A PMN 'o EXCEED TWO FEET IN HEIGHT. (TYP.) I (MIN.) mtt sonsmAac"ONm�m 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I- 30, COLLAR N - EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELLCOLL R o AS OTHER UTILTTIES THAT MAY NOT BE SHOWN ON THE PLANS. - J - I," : . N S.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. BOTTOM OF POOL -,- 3 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY ELEV. 42.03 _.'.. _I 4 DA DDo. -p DISTURBED AREAS. - I. - 6' MIN. PENETRATION INTO _ - .. A VIRGIN STRATA OF.SAND I 4'4'. v 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH &'GRAVEL" CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY I mR sm� nay STRUCTURE. TYPICAL CLEANOUT DETAIL 3' MIN.ABOVE HIGHEST BACKFILL MATERIAL CLEAN N.TB 3 EXPECTED rNDVIATER SAND AND GRAVEL 0 HIGHEST EXPECTED WATER ELEV-0.50' TYPICAL LEACHING POOL 'v -------------------------------------------------------------------- -------------------------- LOT 21 SANITARY PROFILE N.T.S. N 7/8/21 MF UPDATED FLOOR PLAN CFD DATE BY DESCRIPTION APPROV. BY v+ REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY 0 E THE FIELDS AT MATTITUCK �'ovNEY o� LOT 21 SANITARY DETAILS C, BOND G.pAej•4 P 0 * Q * L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 457 SOUTH CDUNTit7 IfD.9R0oauvEN.NEW YORK 11719 O1 9 BY• MF/CFD SGOIe: AS NOTED Sheet NG. O Iwx"M°W0 iWR1Q10°N TME°F'e1°� 56985 � Desi ned AoaoNnw x>sr on uuv m . .�A � K yap SA1 � P, �QMµ�aAM �/'OFE5510Drawn By. MF Data: DEC. 2020 n_ Approved BY: RAS Flie N.. 20099.000 xNOTE, SURVEY OF PROPERTY AS-BUILT SANITARY DISTANCES FROM CORNERS ON THE OF BUILDING TO FCOVERSSUBDMSION MAP OF A B THE FIELDS AT,MATTITUCK ST-SEPTIC TANK 39' 23' LP-LEACHING POOL 46,5' 37.5' LOT 21 FILED MARCH 31, 2006 AS MAP NO. 11370 I SITUATE AT MATTITUCK TOWN OF SOUTHOLD ASPHALT PAVEMENT 576X 1 ' 57X.1 SUFFOLK COUNTY,NEW YORK STANLEY ROAD X58.6 Z7 57.5t 62.5X X60.4 /RfM-57'75 = N (3-11'20' EAREA OF PARCEL = 41,196± SQ.FT. OR 0.946± ACRE -r BOTT.=54.4 0'00 r(PRIVATE ROAD 5 ? see EXISTING LOT CLEARING = 24,576± SQ.FT./59.6% r r = sZ7 62,1 = CONCRETE CURB 60.0 RIM=59.22 BRICK RIM=58,8 12, 57.1 57,0 RIM=59.76 APRON _ E a' B' D r 10= 0e' 99,0 I I STONE _ 156.82 ► W y I TRENCH I � I DRAIN I I� COLUMN I H - I / I 3u 1 • _ 1 xh LP 1 -7 \ j >W j 1 W 1"ti p EXIST. 01,in �'� I a u I 3' 1 '� SEPTIC r ca `'�m I J CCAq I \�% W W SSEE NOTE I `I •'�'`a I >x I 1 / 0\ Ste/ I I I X7 NOTES 3' 1 \"A!_. _ IWALK I I 1 � I BRICK ' I \ '�•.�3' PLANTER 3'• D -- -; 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 62.37 ) --48.5'-1 -4 x- 21.4' R/0 WOOD DECK O DRL 61.25 i 3' 5' ALUMINUM � � n 13.5'� 30.0' 2. BEAR/NGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK;FILED FENCE FENCE* :. cli 10,8'FF EL. W I X X 3' MARCH 31,2006 AT THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. E RI GATE p 3 64.20 u o I 3. 3. ELEVATIONS REFERENCE Nwo 1988. P 8 a 2 STORY ¢ ti I )4% PROPANE u 3' 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A I�_ 1 TANKS y 1.6' FRAME I 3' I LICENSED LAND SURVEYOR'S SEAL/S A VIOLATION OF SECTION 7209, DWELLING 61.27 19 W. 3' O SUBDIVISION Z OF THE NEW YORK STATE EDUCATION LA z� 31.0' I >[I DRQ \\ /Q \i 3' 5. ONLY COPIES FROM THE ORIGINAL SE THIS SURVEY MARKED WITH AN ORIGINAL I _ 3, � OF THE LAND SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE a g FF EL. ¢ CONSIDERED TO BE VALID TRUE COPIES. ELEC. r POOL 64,15 43.0' R/O ICI _- WW DRL AILING �' Ia�coRfiv PANEL EQUIP. W 5' ALUMIAUM •1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS ON POST I DRL CONC. FENCE 1 PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND LANDING SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO 20 I PAVERS - THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE ---- TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED ----44,1'-- HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. II INGROUND CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR t SWIMMING I SUBSEQUENT OWNERS. POOL 1 I 201x40' --20!' 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY u MARKOUT LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY w EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED W AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY II W COMPANIES. � o RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 3 Z ¢ ch 9. THE SURVEY CLOSES MATHEMATICALLY. Ld W p , ti q 10. ALL BURIED UTILITIES(WATER,ELECTRIC/TELEPHONEAND GAS)SHOWN ON THIS w a O J SUR VEYARE BASED UPON AS-BUILT INFORMA TION PROVIDED BY THE OWNERIDEVELOPER OR THEIR DULYAUTHORIZED REPRESENTATIVES O ,I 2 v I 52 Z (INSTALLER)MEASUREMENTS. FEN o Iti o io v LEGEND r 20.9'WR _ -� 1 ❑ FENCE 4,5' POST AND WIRE FENCE_ _, � ........•..... IRRIGATION BOX CORNER I fwt7 ••••'••••••••• CATCH BASIN 2 • �� EDGE OF WOODS OE ......•....... ELECTRIC MANHOLE I J • � WOODED � """"""' LOT NUMBERS 1 I� .............. BUFFER AREA -T-........•••••• UNDERGROUND TELEPHONE l• I © .......•.•.•.. TELEPHONE MANHOLE I NDN OD ••...•••.....• DRAINAGE MANHOLE 1 Uh'BgNCE _ I I -E-.............. UNDERGROUND ELECTRIC • � NATU,E,A� VECET,q UNDERGR17UND WA j-IO� J• ■ .............. CONCRETE MONUMEN� I RETE .• WATER METER .............. GAS VALVE ® '............. ELECTRIC METER S DRL .............. DRAIN ROOF LEADER �OQ� CIE .•••.••••••••• CELLER ENTRANCE WW ••.•.••.•••••• WINDOW WELL '���`• I •••....•••••.. DECIDUOUS TREE IS 1720` x64.77 •...........•• SPOT ELEVATION TC .......•••••.• TOP CURB ' RIC •.••.•.••••••• ROOF OVERHANG GF EL.••••.•••.••••. GARAGE FLOOR ELEVATION FF£L.••.•.••...•••• FIRST FLOOR ELEVATION w •• CONIFEROUS TREE or y1i♦a� �, $tir DATE BY DESCRD'TION APPROV. BY 0 328 �OQ` REVISIONS ��a�,NQ� Town of Southold .1�+'� Suffolk County, New York Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Final As-Built DISTRICT 1000 completed by me on 06/21/2023. SECTION 106.00 L. K. McLEAN ASSOCIATES, P.C. 8.00 ^�.. CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 0 LOT 08.0000 v •�`� Zf 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TAMARA L.STILLMAN,P.L.S. surveyed By. CM scale: 1"= 30' Sheet No. NYSPLS No.50528 I Brown By. DM Date: 06/21/2023 \Shared With Me\Pro ects\20099.000 Flelds a Mott/tuck Enor 8 Surve \Surve Dept\Dra rin s\LOT EAR0099.000 Lot 21 F11 As-Bullt.dw 06/21/2023 T Stlllnan Approved By, TLS File No. 20099.000 ]L SURVEY OF PROPERTY LEGEND ON THE EO ELECTRIC MANHOLE SUBDIVISION MAP OF [>Q WATER VALVE THE FIELDS AT MATTITUCK —— —— —— ® 61A TER METER LOT 21 _ —•� £LR�rpj3C RJM59.30 CABLE TV sa' FILED MARCH 31, 2006 AS MAP NO. 11370 D ti00 td' bU.?J.DJ •�•~+~•�.�� J'� Q2' Jim' 1 DWT DRYWELL •—.—.—.--.— SITUATE AT STANLEY RDAII '-�•- 9»r 5° `A'-`" BASIN MATTITUCK AS*IHAL T PAVrxrn CPRIVA I —T— UNDERGROUND TELEPHONE V T£ROAD 50' VIDE) �.. �—mac--� ' •�bJTT..9N e N 68.11'20' E 0 TELEPHONE MANHOLE TOWN OF SOUTHOLD —_ —E— UNDERGROUND ELECTRIC J° Jx-5r.6 12, �40.00 SUFFOLK COUNTY,NEW YORK '-C=99,00' uRI�m1 —l✓— UNDERGP.OUND 1✓AT£R CONCRETE MONUMENT \111" R„: Tr:D AREA OF PARCEL = 41,196± SQ.FT. OR 0.946± ACRE MIS CC O Pry.' .,/CAP SET NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1 /0 ' 0 I I 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT AS—BUILT SANITARY THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. I I DISTANCES FROM CORNERS OF BUILDING 3. ELEVATIONS REFERENCE NAVD 1988. B PORCH I &Fox F A B +. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND A ST 39 23 CENTER OF COVER a 5 ti SURVEYOR'S SEAL IS AVIOLATION OF SECTION 7209,SUBDIVISION 2.OF THE NEW YORK STATE LP 46.5' 37.5' CENTER OF COVER EDUCATIONLAW. � � a AL1 I 2 STORY FRAME 'sD'�`', 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND HOUSE 8 GARAGE SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. x 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEYWAS PREPARED 1N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS /0 j I I p SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO < (1) THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND I I TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. e I 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON THE GROUND AND'OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. J v 31 I I I E. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. C I 9 THE SURVEY CLOSES MATHEMATICALLY. SUFFOLK COUNTY REAL PROPERTY TAX MAP ' r W 21 I g'e DISTRICT 1000 o r SECTION 106.00 BLOCK 08.00 LOT 075.000 I I� U I 1 CU I U \ \ I OIL.iOY Lr n M GST n.6+rn,rw�n nai uns wnec a M na..Gs SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY.RESIDENCE 2/3/23 FP AS PER UPDATED MEASUREMENTS CPD ff DATE BY DESCRIPTION APPROV. BY S �✓bl F z Y'(J'F �t H S. Ref. Na. ` 1/� Date 2282023 R-zT-ooaa _ REVISIONS �\ I << The sewage disposal and v:aler supply facilities of this location have been TO WN O F SO UTH O LD o I '. �J P. y inspected and/or certified by this Department or other acences and found SUFFOLK COUNTY NY M `\ = x f.r. .' , to be satisfactory FORA MAXIMUM OF a BEDROOMS ? � :a '�" THE FIELDS AT MATTITUCK d. ----- - - -- LOT 21 SANITARY AS-BUILT CRAIG KNEPPER.RE,CHIEF 3 PLAN C Office of Wastewater Management C.���2� L. K. McLEAN ASSOCIATES, P.C. 7L 6' D CONSULTING CNGWC3GS 137 SOUTH COUNTRY W..DOOM M.Nn TORR 11711 ft SITE PLAN Dnigy a Dr. MF/CFD scw1. AS NOTED sn.et No. c SCALE: 1'e 40' r Drown By: MF Detc OCTOBER 2022 S A 3 N ADDramd By SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Ras r1e NO. 20099.000 REWRate - Residential Energy Analysis and Rating Software v16.0.4- New York Compliance Certificate Project Title: New Home 1000-106-8-75 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-07-04 Data Filename 2021_025 2495 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSIndex 54 Construction Site Owner/Agent Designer/Contractor HERS Rater 2495 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2495 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5262 Your Home UA 459 Better Than Code(Pert) 8.8% Better Than Code (UA) 2.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter it-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 15.1 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. a , REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 ' New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond ->ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 13.0 0.0 0 Joist 3: Cond->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor l: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended.by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 T - REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with ® , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Jerry oAtwavo Name-Title Signature Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 7/4/2021 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II 111 Face/ Inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA (445 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I If III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. T Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 7/4/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between seated attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: North Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation:West Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., South), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name:W-4 Orientation: South Comments/Location REM/Rate: Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.big Date: 7/4/2021 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30(41 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: South Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., South), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35(9 s.f., South), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: - Name: W-7 Orientation: South Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: North Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: North Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30(23 s.f., North), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-10 Orientation: North Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 7/4/2021 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value:0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name:W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f.,West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe.features: Name: W-12 Orientation: West Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., South), U-Value:0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., South), U-Value:0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: South Comments/Location [ ] 15. Window: 0:0.26, SHGC:0.30(16 s.f., South), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe.features: Name: W-15 Orientation: South Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name:W-16 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 7/4/2021 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features:. Name: W-16 ' Orientation: South Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., South), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: South Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location ( ] 4. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location Frame Floors [ ] 1. Floor: R30,FG1,X-16(18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face/.Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Y , Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.big Date: 7/4/2021 Slab Floors [ ] I. Slab: R-0 Paramount(1723 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location Foundation Walls [ ] I. Wall: R-11 Paramount (1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face/ inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside(164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: FF to garage(25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Joist: 2F to outside (65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software x16.0.4 This information does'not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 -Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating . 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY,11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.big Date:7/4/2021 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency,48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate-Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code I nspecti®n ' Checklist Property Organization HERS Oasis at Mattituck, Corp. bAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Date: 7/4/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/ 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 c � Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg I�Property/Builder Informations L Building Name New Home 1000-106-8-75 Owner's Name Oasis at Mattituck, Corp. Property Address 2495 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Oasis_2-R-S Community/Development The Fields at Mattituck-Lot 21 Identifier/Other 420-21 Organization Information,; Organization Name DAmaro Engineering. Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Ratin 'RESNET-Infocmation Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro Rater's ID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2021-07-04 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_025 Rating Permit Date 08/01/2021 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r , Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.big :G"eneral"Building lnformation� �� Area of Conditioned. Space(sq ft) 4604 Volume of Conditioned. Space 48830 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundabon.WalIInformation Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/gr 163.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path undation Wall Lib17 rary;List Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.big Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall �SlabFioor Information _ _ _ _ -' � Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1723 7.00 169 169 0 Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond £t garage 18 0.035 Frame Floor Library<.iist ��� ���` � y � Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness(in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 REWRate-Residential Energy Analysis and Rating Software 06.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 14 r , BuildingSummary Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Fra me-F10 or. bray ,_ _ Floor Covering HARDWOOD Note JTD R>lir al dFBand Jo>tst._10ormat�on 3 Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in), Spacing Grade FF to outside Cond -> 163.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond ->garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond - 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient Name Library Entry Location Exterior Color �Area(sq ft) Uo Value main R-20 Batt+Rigid Cond >ambient Medium 2773.00 0.054 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic->ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond -> attic Medium 110.00 0.079 ... ., kAbove Grade Wall-Library List Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen_ Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+Rigid Foam Above-Grade Wall: R15,FG1,4-16 Information From Quick Fill Screen REM/Rate-Residential:Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 1 I Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 . Mattituck, NY 11952 Jerry DAmaro Rating No:20217025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Above�Grade Wall Library, ��- Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window)nformation_ _ � Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 North 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall1 North 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 West 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 South 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 South 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None None D-6 AGWall1 South 0.300 0.320 41.00 1.0 2.0 8.5 0.85 0.70 None None W-7 AGWall1 South 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REM/Rate:Residential Energy Analysis;and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Window Information. Overhang InteriorAdjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (Sgft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 North 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 North 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 North 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 North 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None W-12 AGWall1 West 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWal11 South 0.260 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 South 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 South 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWallI West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 South 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 South 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most Door.lnformation Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWali 1 32.0 0.189 4.3 No to garage PCH Garage AGWaU 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No Attic Access Attic Access AGWalt 4 11.5 0.168 5.0 No m - -.=, 77777-77 7 - Roof Information .. Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1281.00 1540.00 Medium No Sealed 0.035 No Na Attic 1st sty R=39 SPF SA 422.00 445.00 Medium No Sealed 0.035 No No Attic rZ Roof Library List Ceiling: R-39 SPF SA Information From Quick Fill Screen REM/Rate-Residential Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RateriD:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Roof Library Lisf Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD REWRate Residential Energy Analysis and Rating Software v1-6.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg MechanicaL.EcO ment � Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 H Prop,:Furn;64k,96%JD. = SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW: Prop;.ST;50ga1,70% Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size(gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200,AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Coot: JD,15.1 SEER,34.8K' REM/Rate-Residential Energy Analysis-and Rating Software v16.0:4' This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 L . Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Mechanical Equipments F " System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHR1203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 Df j HW.Efficiencies _ a All bath faucets ft showers<=2gpm false All DHW pipes fully insulated —R-3 false Recirculation type None(standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.51 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.51 Mains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 BuildingSummary Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg p Duct Systems Name main Conditioned Floor Area(sq ft) 4604.0 ##of Returns 2 Heating System Prop Fum,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 932.3 Return Duct Surface Area(sq ft) 345.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg lrifiltration-and Mechanical Ventilation:- Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 BuildingSummary Y Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Lights and:AppliancesY : Rating/RESNEf audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021_025 2495 Stanley Rd.P.CC.blg Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1723.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating•Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO,.Boulder, Colorado. Page 13 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2495 Stanley Road 631-878-7808 2021-07-04 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_025 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-75 Oasis at Mattituck, Corp. 2021325 2495 Stanley Rd.P.CC.blg DOE Zero Energy Ready Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. -.a. ,w",.._"..`^ .,. "'�m"' ;-7�"'y^.-...,..� ,rr,�-.q..»-.-..,....,.,..ami^.....r..-+...--r-w -,,...w».....,. a......;..^--^a,.+.^......s......a..,.R...y Active Solar, System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 PLUMBER CER TIFICA Tl'-)N TOM COMMENTS ')RE ON LEAD CERTIFICI °Vvcy 11v,z ER SOL D F r SUPPL '%0 T ' ' THE OASIS ' ' kn EXCELL,, ,-'' LEAD. O AP ROVED AS NOTED A GUALIT)OONEV4 HOME MODEL BY DATE: La B.P.#—q2 FEE: Y. OASIS AT MATTITUOK, CORP. I ��� ENT .47 NOTIFY BUILD11#1C,7�)�R MENT AT 765-1802 8AM' TO 4 'P'M FOR THE :,P LU M B I N G1 z z FOLLOWING INSPECTIONS: ALL PLUMBING WASTEO 1. FOUNDATION - TWO REQUIRED &WATER LINES NEED FOR POURED CONCRETE Tt$TING BEFORE COVERN,G < 2. ROUGH - FRAMING & PLUMBING < 3. INSULATION > 4. FINAL - CONSTR!.'0'i0N MUST BE COMPLETE: FC),-- C,0, ELECTRICAL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1W,i--,1Pr:CT1oN nEQUIPIED YORK STATE. NOT RESPONSIBLE F()R DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES CF TRUSS PLACARDipj^ > NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ITII 111111 HITT 111111 IIITII 111111 111111 Illfil 111111 IIITII HIT 1 111111 IIITII IIIJ11 IlIfIl 111111 HIT I IIITII IIITII 11111 IIITII WITH IIITII IIITII ITII illIll IIITII 1111 11 111111 111111 IIITII IJTII IIITI11I 1111 IIITII 111111 111-1 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 1 11 IT 11 11 IIITI 11 1 11 11 11 1111 111 Im I 1 11 111111111TIllilTilillTll IIITII IIITII IIITII IIITII III III[ 111111 111111 111 IIITII IIITII 1111 11 IITII IIITII III I I I Il�ll 11 11 1111 1 IIITII IIITII IIITII 111111 IIITII 111111 111111 1111ITI 111 11 T11 IIITII IIITII EES DO NOT PROCEED WITH 1#14, 1#111 IIITII IIITII IIITI IIITII 111111 11111 1.11111 111111 1111 11 11111 11 11 Mill illiTil 11111 11111 l'i'l I'I'llil PI YPINW111 ifll IIITII 1111 1 111111 111111 111111 111111 IIITI 11 IT 11 11 IT I ITII 1111 11 111111 1111 11 111111 111111 1111 11 1 1 1.11 1 1 1 111111 111 �FRANIING UNTIL SURVEY, IITII 111111 111111 11 111 IIIT11I III 11 111111 Till 11 Mill 11IT 1 11 1 11 1 11 11 IT 11 11 I il IN 11 �!,��TII 11IT1111111111IT ilIT11 IIITII IIITII IIITII IIlTII 11 IT 11 1111 I� 111 11 11 1 OF FOUNDATION LOCATION 11111 11 111111 1 11 IT HAS BEEN APPROVED. 1 111111 11 IT 11 11 IT 11 1 1 IT II I I III 1 11 1IlTII I 11 111111 11 IT 11 11 111111 ilitil H1.1 I IIITII IIITII IIITII Illill 11 111111 1111 11 111111 1111 IT 11 11 If 11 11 IT I 1 11 1 11 IT II 111 11 111111 11 IT 11 111 IT 11 IIITII I IIITII 1111wil 14 111111 11111 111 11 111111 11 IT III I I IT 11 111 1 OCCUPANCY OR 1 11 IT 11 11 IT 11 11 1 1 111111111111111 1 1 IIITJI 1 1111 1 IIITI 111 11 IIITIIIIITII 111111111 1 111 1 1 Till 111111 111111 11 1 1 USE IS UNI-MFUL 1 111111 111111 111111 111111 IIITII 11 111 11 if 11 11 if 11 11 IT 11 11 IT 11 11 IT WITHOUT 01-)1--iT1FICA2`2R`.,` IT 11 U Ll 11 U LLAI-J I-Hilltj OF OCCUPAi �,NnJy 11111 IIITII 1 11 11 HIT it 11 1 1 1 ill 11 Till 11 IIITIIIII 11111111 11111 11 11 IT ll 1111 11 11 Il 11 11 11111 11111 IIITII IIITII IIITII 111111 111111 111 I I I 11111111 1 11 IT 11 111111 . 11 11 11 U-d.l[.11 it 11 U I 1 11 HITII 111111 111111 111111 IIITII I I ill 11111 11 11 IT 11 11 IT 11 111111 1 �Tp� IT 11 111111 1111 RETAIN STOM,1 WATER RU.,`10FF 11 11 IT 11 11 If 11 11 IT 11 11 IT 11 111111 11 1 11 1 11 z IT 11 11 IT 11 111111 11 IT l�� PURSUANT TO CHAPTER 236 IIITII 111111 11 ITII Ill' I I 1 11 1 Ill 111111 �I 11 11 In D- 1 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 OF THE TOWN CODE. d) H ...... LU WYNWT`41 �1�1i,H I U U 11.11 11 -ff 1-17FU-11-TE 11*11 WILIfflil iffill 111fil 11IT11 liiTli I IT 11 11 Till Till z DA Lu (D 11 Hill IIlTlI 111111 ffil llill'T'll''lllll,Tllll'I'llllflI I I I Ill Hll 11 111111 111111 1111 11 lH 11 Ill 1 11 z ti- LU Z d LLII U Li I [IT 1 11 if 11 11 if 11 111111 11 IT I I 1i ll 11 11 Jill IIITII 111111 JIITI1 ilIT11 IIITII I z 4,-t !�= V 'IT I Ill 1 11 IT 11 il IT 11 11 IT 11 11 IT 11 U t 11 11 IT 11 111 yg&a 11 11 Z -J W -J lu FINISHED SECOND FLOOR I T-41-4 I+H4-�14-1 1--J 1444�-44 1 H 4444--H 414-11 1 T i 1 1 H H-14-�A 4-4 14-H44-H--J I Y4WT6aT 121�tt�I ra < Z W Blower door 411-11-1111 ''1 IIITI NOTES INDEXED TO THE end ductwork 2020 ENERGY GONSRVATION GONSTRUGTION ILI 6 z Z CODE OF NEW YORK STATE < F,Ui IU testing,required. 41[-lwl I I I I > 13 1111il IIITII lilTil 1 11 IT 11 11 IT 11 1 1 11 < J RIOTS COMPLIANCE= This building was designed and shall be < constructedo meete 2020 ECCONY5. Both RE5&eck(U.S. < Department of Energy) and REM/Rate (Moresco) computer < :r software was utilitzed to demonstrate compliance. All z mandatory provisions of the 2020 ECCCNY5 - Residential < O Provisions are in force. 7 17 R1052.2 WITTEN STATEMENT, To the best of my knowledge, U belief and professional judgement, these plans comply with the < < O 0 Energy Code. Furthermore,as a RESNET certified rotor (ID. No. 26143ql), I certify that these plans comply with the Home Energy Rating System (HERS) program. A signed certification Must provide Manuals of compliance with the HERS program (NERC) will be submitted 0 00 0 of the constructed building to demonstrate complione. D,J and S as per FINISHED FIRST FLOOR y R301.1 CLIMATE zoNr=:- 4A Suffolk,NY NYS Energy Code 1P GRADE R401.2 COMPLIANCE: This project complies with 2) Section R405 o% --J -:�, -F -11? UP Simulated Performance Alternative,and the provisions of 77-77-77-7 . 7 FINISHED C Sections R401 through R404 labeled "Mandatory."' , Fire separation Mandatory requirements:R40F3 CERTIFICATE. Builder to post per Code. p R402-4-1 THERMAL ENVELOPE: To be tested 4 verified to 3 required as per ACH by HERS rotor. See Table R402.4.1.1 In plans. I IIR402.4.2 FIREPLACES, Factory built with UL 12-1 doors. NYS Code R402-43 FENESTRATION: See window/door schedule 8402.4.4 FUEL-BURNIN6 APPLIANCES, All room Iheating and hot water heating appliances to be direct vent with both DE'.]VERE0 GCT 0 6 2021 &JJ exterior Jighting intake and exhaust pipes installed continuous to the outside. Installed,replaced orR402.45 RECESSED LIGHTING: IC-rated and labeled as repaired shall conform having an air leakage rote of not greater than 2.0 cfm -J per Code. to Chapter 172 I84025 MAX. U-FACTOR 4 5HC-;,r,: See window schedule. of the Town CocI— — — — — — — — — — — — — — ——— — — — — — — — — — — — — — LI— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I-) R403.1 CONTROLS: See plans for thermostat information. le F- R405.5.2 MOT SEALING: All duct joints shall be CJ L J mechanically fastened and sealed with duct mastic, sealant. Apply mastic, to duct seams. t- %0 R4053.3 DUCT TE-5TIN6. A duct air-leakage test is not IL rguired under exceptions I and 2. R403. I BUILDING CAVITIES, Framing cavities shall not be used as ducts or plenums. R403.4 MECHANICAL SYSTEM PIPING INSULATION, Insulate mechanical system piping carrying hot water to an R-value of not loss than R-3. FRONT ELEVA71 ON R403.5.1 HEATED SERVICE HOT WATER(51-14 CIRCULATION SYSTEM: Not In project. SCALE: 1/4" 1 f t R405-6 MECHANICAL VENTILATION: ERV continuous ventilation system specified in the plans exceeds the Z FLOOR AREA 7ABLIE minimum efficacy of 1.2 cfm/wott. < IL R403.1 HVAC EQUIPMENT: Sized In accordance with ACCA Manual J and Manual S. FIRST FLOOR 1,10:2 9f R403b MULTIPLE DWELLING SYSTEMS: Not applicable 16L • SECOND FLOOR 1,11cl sf R403A SNOWMELT: Not in project. Jill 0 R403.10 POOLS AN SPAS- Not in project. < < GARAGE 556 SIP LU 8405.11 PORTABLE SPAS, Not In project. fL Z BASEMENT 1,152 9f R404 LIGHTING: Builder to Instoll high-efficiency lomps in at V z PORCH 1"75 sf least 110% of permanently Installed fixtures. <3-< 7- < TOTAL LIVING SPACE 2A,51 5f R405 SIMULATED PERFORMANCE ALTERNATIVE, This method was X < I used to show compliance with the Energy Code. REM/Rate d d OL CONDITIONED FLOOR AREA 4015 sf software was used to model the building performace - see 2020 IECC Energy Cost Compliance report provided with 6 (INCLUDES BASEMENT) Permit Application. REScheck was used to model the building 0-1 INFILTRATION VOLUME 51,160 ef performance based on national standards - see RECcheck lu (INr.,LUDE5 ATTIC 4 BASEMENT) Compliance Certificate and Ins pection Checklist provided with IL Permit Application. 43 W IL IL 67) INDEX TO DRANIN65 DJ 11 JI APR 2 12022 DRAWING No. COVER 4 ELEVATION A-1 BUILDING DEPT DATE: OCTOBER 2021 T01!!" OF(�01 11T:!,,, ELEVATIONS A-2 FOUNDATION PLAN A-3 FIRST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 E E ELEVATIONS WALL BRAG INO PLAN A-& D ROOF PLAN A-1 SECTIONS 4 DETAILS A-5 OCT 21 ?_021 NOTES A-cl LN BUILDING DEPT DRAWING NUMBER TJI-DETAILS A-10 TOWN OF SOUTHOLD A == 1 m z O U z O O w z _ 11 IT If 111111 11 IT 11 11 IT 11 11 IT 11 11 It 11 IT 11 1111[IL 111 11 IT 11 111111 111111 11 IT It 11 IT 11 1 If IT 1111 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 it IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 111111 1111 1 11 I[II�I 1 111111 11 IT 11 111111 111111 111111 111111 111111 IIITII 1111 11 111 11111 I 1�`Wlll WI 1111 11 1111 11 111111 111111 111111 111111 11 IT 11 111111 11 If 11 11 1 � ��1 1 1 1 11 11 11111 111111 IIITII 111111 111111 11 lhuhffii IT II it IT it it LL- IIITIl 11111 111�1 01 M11111 11 IT 11 11 IT 11 11 IT 11 11 If 1 11 If 11 111111 11111 1 fill 11 IIITI1 111111 111111 1 if IT 11 1111 11 11 fill III I IIITII 1111 11 IIIT.II..U[jII U IN I 1 11 11 ill 11 111 1 1 1 HITII IIITII IIITII 111111 111111 IIITII 1111 ITII IIITII 111111 IIITI1 IIITI1 IIITII WITH 11 IT 11 111 11 1111 111 11 111 1111 11 111111 111111 111111 111111 111] 111 11 ITII 111111 IIITII fill 11 111111 111111 IIITII 111111 1 1 1 11 H IT 11 IIITII IIITII 111111 IIITII 111 11 H 11 it 1 111111 11 it 11 11 IT 11 111111 111111 111111 11 IT 11 11 IT 11 111111 11 If 11 11 It 11 11 IT 11 If 11111 11 IT I 1 [.1 IT 11 11 IT 11 11 IT 11 1111 it 111111 111111 111111 111111 1111 11 11 1 11 IT 11 11 IT 1 11 1 1 11 It 11 11 IT 11 1111 11 111111 111111 111111 11 IT 11 11 11 1 1 1 1 111 ITIIIIITII IIITIIIIITIIIIITII IIITIIIIITIIIIII 111111111 It 111111 111111 11 IT 11 11 IT 11 11 IT 11 11111 Jill 11 1111 11 111111 fill 11 IIITII IIITII IIITII 111111 1 1 11 11 11 11 111111 11 It 11 11 It 11 111111 111111 111111 11 IT 1 1111 fill 11 fill _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ - _ _ _11 11 11 IT 11 11 IT 11 1111 11 11 IT I ill 11 IIITII ill S I IIIIII fill 11 fill 11 111111 11111 111111 11111 111111 IIITII 111111 111111 IIITI 1111 11111 11 IT 11 1 IIITII ''IT" IIITII IIITII I I I I M11 11 1 tu 11 111111 IIITII 111111 fill 111111 111111 11 1 IIIT1I IIII'll III I IT 11 11 If 11 11 IT I 111 it 11 IT 11 1 41/4 1 IT 117 LHI 11 111 1 111 1*1 UI "11 11 111111 If IT 1111 If I IT 11 If IT 11 11 IT 11 11 ILI IIITII 1111 11 111 11 11 it 11 ,11 If Iffrfi4l it if II IT if 111111 111111 1 1 IT 11 111111 1111 11 11111 111111 fill I IN 11 a �n I HIP1141111 HII 11 Ilu 11 111111 111111 1,111 11 111111 Ilifil 111.111 LIIJII 111111 111111 11 it 11 11`1`11 H Li 11 1-1 U 11 u 1111 11 ij 11 11 1.j 11 1 1 11 IT 111 11 fill 11 fill 11 fill 11 HII 11 1111111111 �11111 II IT If 11 fill 11 fill if 11 11 if 11 1111 F I I I _ 4 11 111111 11 IT 11 11 IT 11 11 if 11 fill 111111 111111 Ill IIITII 111111 111111 11 ITII III 1111 11 IT 11 W1411 111111 1111 11 1111 11 1111 11 1 AW A1I1[TJILjjL[TI�I IT 11 11 IT 11 111111 11 IT -1 111111 111111 fill v- 1 11 it it 11 If 11 111111 11 I'lli, 11 1 11 1111 11 IT 11 11 IT 11 11 IT 11 11 ITIJ-11 IT 11 1111 11 11 11 it 11 111111 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 TITT 1 Ift, III TMU wm � Z z <-1 T z�c REAR ELEVATION FOZ SCALE: I/4" = I ft \> OL w w lij <} J -�� � cjQ i cn z Q Q z 111111 IIITII IIITII 111111 Ill 11 111111 111111 11111 1 11 IT 11 11 11 1 1 111111 111 mi Cp.."11 IT 11 11 IT 11 11 Ill It 11 11 IT 11 11 IT 11 111111 1111 • .s/ �� .. yIT 11 11 IT 11 111 1 1 11 . 11 IT 11 ILM 11 IT 11 11 IT 11 111 12 11 IT 11 111111 1 I IT 11 1111 11 IT 11 11 IT 11 11 IT 11 If 1111 11 11 IT 11 11 it 1 11 IYAT fit IT 11 111111 1 17 Q LIVERED OCT c 6 1021 Q J t- O O= O ' r 5 LL- 12 n�n// 12 12 B 1L to 11 1111 it 111111 4f— 1 O O %Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - -- 12- - - - - - - OF- to —I 4 Y r N z O O �-- tL0. EB ® ® ® M ® ® ® � � � z El El ® El ® ® '� °- � < a OL 1:3 - - - - - - - - - - - -- - - - - - - - - - - - - - 0-0 E3- - - - - -12 -M-El- - - - - - - �� k "_ tL IL � m O J DATE: OCTOBER 2021 SIDE ELEVATION SIDE ELEVATION 50ALE: 1/4" = I ft 50ALE: 1/4" = I ft REAR 4 51DE ELEVATIONS DRAWING NUMBER A 2 2x8 [UG36) P.T. LEDGER 235# ASPHALT SHINGLES;MIN. (4)-FA5TENERS PER z 1/2"(P x 4" GALV. LAG 56REW5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O [R507.2] [RgO5.2.b) O 75'-6" No. 15 ASPHALT FELT UNDERLAYMENT[R905.1.1] % - TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 31'-O" 42'-6" 2'-O" SELF-ADHERING POLYMER-MODIFIED i Z v BITUMEN ICE SHIELD BARRIER [Rg05.1.2) O 12-O WALL 14-O 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 14'-10" I6'-2" 4'-6' v 11 1 36" IN51PE EXTERIOR LINE FOR > 8:12 SLOPES S-6 6-6 I/2" STRUCTURAL PANEL SHEATHING [R803.2 O ] A I P.G. FT DECK LATERA CONNECTION [R507.q.2) R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION LL 51MP50N DTT2 Lu A-8 - - - - - - - - INSTALL IAN M NU=AGTURER'S SPEGIFIGATIONS (TYPIGAL-2) SOLID WOOD BLOCKING z EGRESS WINDOW WELL - - - - - - - (2)- x8 P.T. GDR - - - -- 8' CONCRETE STEM WALL ON _ L - .J L , ib" x 8" P.G. FOOTING O 8" I PROVIDE FALL PROTECTION BASEMENT ENTRANCE STAIRS r o DECK I- (TYP-3) CEILING J015T 8" REINFORGED CONCRETE RETAINING WALL #4 REBAR AT 12" ON-CENTER EACH WAY ;n I I m DRIP EDGE [Rg05.2.8.5] I I _ _ _ _ _ _ Ix8 WOOD FASCIA # STANDARD HOOK AND LAP INTO 16" x 8" P.G. J LQ - J L - - �, N d - - -I L 1 -J L - - - -i 1/2 GYPSUM WALLBOARD i - n FOOTING. 2" MIN REBAR COVER r - - - - - - - - - - - - _ �� 1/ I SOFFIT VENT - - - - - - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID I - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - i MINIMUM 24" LAP SPLICE LENGTH [R602.3.21 ! INSULATION TO WOOD FRAMING PER - - - - - - - -- - - - - - - - - `I F_ 2836 CASEMENT 2836 CASE11ENT GA5 WATER HEATER I MANUFACTURER'S IN5TRUGTION5 FOR HIGH-WIND EGRESS WINDOW EGRESS W114POW A. 0. SMITH Hf l I AREAS AND TO RE515T A MINIMUM 28 psf - - ---- _ -- - -- _ -- - - - - - - - GACT 50 200 i (EXPOSURE GSUCTION D (EXPOSURE B) OR 40 psf } 3 H ND I [ 11.-18] GONG PLAT I CAPACITY = 50 gal AND STEPS IO EMERGENCY ESCAPE 4 I DN 13 IS 5 > 0 RESCUE OPENING [R310] DRYWELL _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _4_3 3068 I L PLASTIC HOU5EWRAP INSTALLED UNDER FOAM o I I INSULATION. INSTALL AND TAPE ALL SEAMS PER T 2x4 WALL STUDS AT I6" O.G. MANUFAGTURER'5 INSTRUCTIONS (R703.2) - -- - - - - - - - - - - - - - - - - - - - - - - � - - - - - -- _ l� -� R-15UNFACEDFIBERGLASS BATTINSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) I 2x8 PLATFORM 3 Q p I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING O u- -1 GAP-HEAD NAILS WITH A MINIMUM 3/4" I `n BASEMENT WQ I PENETRATION;SPAGED 12" O.G. PERIMETER AND I 4" P.G. SLAB O Q R-13 2" CLOSE T RIM - 5PF INSULATION 16" O.G. FIELD. - Lu I I (ALSO AT RIM J015T IN SECOND I< I I ! 1 NOTE: I _ -J FLOOR PLATFORM - NOT SHOWN) I/2" STRUCTURAL PANEL SHEATHING n I f HOLDOOWNS ARE (O C� DOUBLE FRAME I NOT REQUIRED FOR dJ I i 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE Iw z AT STAIRS o THIS PROJEGT. AFGo (P MODEL MN - - O I �u z.I 1 S 4"cD STL COLUMN I i 2x BAND JOIST Iz[� I 1 ON 2'-b"x2'-6"x12" DEEP P.G. FTG. I I ;p Ip p I 0 2x6 PRESERVATIVE TREATED SILL [UG2] LL CD w/(3)-#4 REBAR EACH WAY I (ENGINEERED DESIGN) iv I4 O I ( (TYPIGAL-7) FLOOR JOISTS �Q I m I O I (2)-1.75x14 LVL GDR I COPPER TERMITE SHIELD lu Q I I (ENGINEERED DESIGN) , OVER SILL SEAL _ _ EXTEND SIDING TO WITHIN 12" OF FINAL �� I I r r -1 I- -1 -1 F_ F -1 L - I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS I I I I [R403.1.6] -1 ( UNEXCAVATED I -- ---�'-- -- --ED— -- - c''- -- ---�''•--- -- -c -- ---s; -- -- --c'' -- -- r j MINIMUM Y�" d;a. ANCHOR BOLTS SPAGED NOT N = I I I I I I I I I I I I BEAM POCKET I GREATER THAN 6 FEET ON-CENTER EMBEDDED L - - J L - - J L - - J L - - J L - - J L - -J L - - J (T(P-2) I I NOT LE55 THAN 7 INTO CONCRETE OR GROUTED FINISH GRADE CELLS OF CONCRETE MASONRY UNITS. THE Z l 1 6-2" 6' 6" 6'-6" 6 6'-6 6-26-6 6-6 -6 I _ BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - r OF THE WIDTH OF THE PLATE. A NUT AND (� WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO 1 I 1 m fr V IO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT In W O THAN 12 INCHES OR LESS lu ju LL' THAN EVEN BOLT DIAMETERS (359 FROM EACH p= O Q q- Z a END OF THE PLATE SECTION. WALL5 24 INCHES �- i Ix _ I O,6 r; � - - -A � O _jW O O I I a I F_ -I I FEWER THAN ONE ANCHOR BOTOTAL LENGTH OR L LOCATED N TSHALL HAVE HE �� z�N � �� La F Q Z Z z I I CENTER THIRD OF THE PLATE SECTION AND "' J N 1L1 11 � IV Q 10" POURED CONCRETE FOUNDATION STEM WALL I I I I I I SHALL BE ATTACHED TO ADJACENT WALL p v�m -moi vq�z (X .�- J J-! O W UPON 24 x 12 Ht CONTINUOUS P.G. FOOTING v�1 I I I I 1 PANELS AT CORNERS AS SHOWN IN ITEM q OF cv v v Ip Q I I " p I I O TABLE R602.3(u. Q - V - tL MINIMUM 3-O BELOW GRADE Q O 1- =t-< 0- D_ O IR - - - - Q I - J I N oo�� Q �a (� < maQ[ Q IO ( I I N I R-II BASEMENT WALL BLANKET INSULATION p O Q O vDLQ�p= � d � Icy I I I _ I - J w � �,ow � V121QQ P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL Q _ CO y- O} z f� LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q dJ z-O d - - - - - - - - - - - - -1 I I �, I �- L _ I I c0 I I I WITHIN 12 IN6HE5 OF THE TOP OF WALL STORY AND X - O O _ _ _ _ _ _ I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR z 1-.. p! 1Y = IL L- - - - - - - - - - - - -I m _ I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q _ _ Ul Z -71 1DEGK 2x8 [UG3B] P.T. LEDGER I I STORY;OTHERWIE,SEE PLANS [TABLE R404.1.2(I)] O p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I ABOVE I I 1/2"4) x4" GALV. LAO 5GREW5AT16" O.G. I I - EXPAN51ONJOINT r �w - p N I ( STAGGERED [R.501-11 - - - - - - - - - -- - - - - - - �-1 1z 1z 1 xxx i I I i 4" P.G. FLOOR SLAB POURED CONCRETE FOOTING »��• '' +h ",w:;0.x - - - - - - - -- - - - - - - - - - - - - - - I ON UNDISTURBED 501L [R403.11 1 O I r J"a�".sRsso"kxr I( =r 7 6 MIL POLYETHYLENE FILM �.�.°+q.=,�• y,C�,;: ,� (2)-2x10 P.T. GDR -- ® -- -- -_ _1 - - - - - - - -- - - - -- - - - - - - - - - - - - CONTINUOUS UNDER STEMWALL P.G. FTG TYP I OAL NALL SECTION �' �� `A°'�•�� `'» �u �' ` - - - - - - - - - - - - - n'-4° SCALE: NTS A A-8 DE,LN ED QCT 0 0 1021 2" 2" J 22'-10" 7'-2" 13'-0" 10'-0" 22'-0" O 75'-0" Q �j r SO 4"x4" [UC4B] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN HITH (2)-#4 VERTICAL REBAR ON Q Z 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O O MAXIMUM SUPPORTED LOAD AT T DESIGN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-6) dj m (ENGINEERED DESIGN) O FOUNDATION PLAN SCALE: 1/4" = I ft O z LL Q � 0 0 STRUCTURAL DESIGN NOTE ju v (L Z In accordance With the 2020 RCNY5; structural < (L - v WINDOW AND DOOR SCHEDULE elements such as engineered Wood, steel and X 117- < CIL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOOd composite columns, beams, headers and Q WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS girders that: A FELLA 250 SERIES 3-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGO14 1) resist gravity loads, and v lu }U B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf1 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGO14 a4 IL O r C PELLA 250 SERIES 2-WIDE E-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sfi 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O w D PELLA 250 SERIES 3-WIDE 9.0/5-0 E1 31 1/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf1 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNYS L H O E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON F PELLA 250 SERIES 3-0/E-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sfi 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON Were designed in accordance With G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/ANG NDS-2018 With 2018 supplement. Q H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,T-8"SH,VINYL FRAME,LOW-E GLASS,ARGON J I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as walls and fenestration that: J PELLA 250 SERIES 6-0/E-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf1 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: OCTOBER 2021 L C.H.I.O.H.DOOR 2250 PANE-STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sfi CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERIMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sfi CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR isif th O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION provisions oe 2020 RGNYS TYPICAL NALL SECTION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf1 CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR Were designed in accordance With ASCE 7-16 Wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft; EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the plans, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DE515N." A - 5 m Z O r: -15'-b" v 42'-6" 2,_0„ (� LL CL05ED-CELL SPF 6-4" 10'-8" w MAJESTIC QUARTZ 32 DIRECT N VENT 6A5 FIREPLACE. Z - - _ INSULATE 4 RIR-SEAL ALL 6YP5UM BOARD B A TW{E CHASEL1 NO N51DE HALLAND OF }U 0 A-8 A-8 CONTINUOUS BEAD OF r�O -JEPS SURFACES SHALL BE r SEALANT SHEETROGKED AND TAPED. � 14'-O° WALL SHIELD AND GEILIN6 Q J I, FIRE5TOP5 SHALL BE CAULKED 1; 6YP5UM BOARD ATTIC PATHWAY FOR 50LAR ELECTRIC [TIO3.8] - WITH CAULK HAVING A 300° F i'- INSTALL 2"ch VERTICAL SCHEDULE 80 PVC, CONDUIT 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE # THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS c RATING. COAXIAL VENT HAS • p (2)-1.-15 x 14 LVL HDR J 1!xJ OR GAPS AT EACH TERMINUS [E3802.3.2]. 13' t LONGOUTSIDE COMBUSTION AIR CONTINUOUS BEAD OF 6 INTAKE. NOTE: L LINE OVE : 2x6 STUD O O O O 0 O WALL IN ROOF 4 40 a°5° CONTINUOUS MINIMAL OVERHANG AREA t i i ? EXPANDING FOAM AT WINDOW r--- ---i JJ- j 'I UNIT PERIMETER i I I I ° 5L 6°610 SLDR 3°610 SL / (2)-1.'15 x 11.8-15 LVL HDR j 36" GUARD [R312.1] ---I ----I WINDOW UNIT ------------ --------------------------- I -�-------I ---------- ----------- ------- 1 it I i it Ii WALL LINE ABOVE I BASEMENT ENTRANCE I I II NOTE: CI- !14E4 G HEIGHT II r-------------------I 1 j N DOWN -> i KITGHEN 4 it THROUGHOUT FIRST STORY l N PL TE Ht. 1\ASF- LA H . Cl-I ASF I (EXCEPT FOYER) CONTINUOUS MINIMAL _� - I lz I I I I EXPANDING FOAM AT WINDOW m I I I I 1 I ! UNIT PERIMETER I_ J ---� �_______J �_______ -- -- ----------------- I I II !' 23'-4 1/2" I N -1'-O f/2" I Q w O I ----n O m Q m OQ I I (tY - [YI Ali v 3 u- 1/2" SANDWICH FJ BETWEEN (4) RR $ tcomN I I O O FAMILY ROOM I USE (3)-3/4" x 10" THROUGH BOLTS I } _- N I p j (� 1' Q O CONTINUOUS BEAD OF I _ - I I p I I w —7 to w AT CONNECTION I J � 1 I Z I I I IL Q IL SEALANT ---------------� �t — I I m i i ~ 1 I I t (i I � x — uI) I 4—3 I O ° PLYWOOD 5HEATHIN6 UNDER 1° �I 1 - I--! I i 1� m �I QI - PLYWOOD SHEATHING UNDER Q 1 GYPSUM BOARD FOR INE i It - _I I I I LL O 6YP5UM BOARD FOR W5P I I L____________ �\ GYPSUM BOARD i Q BRACED WALL LINE I} I i I BRACED WALL LINE I F I I �D i' _ Q I GARAGE —--- I I 1 - Pro I TEMo>°�rros I SMOKE 8 C.O.I CONTINUOUS BEAD OF iv i I U 5 P.G. SLAB I x I'-3 I/2" d 1 ' L----J I DETECTOR (7YP) Lu ( ADHESIVE �' N I O x PITCHED TO DOOR OL �p I Q I PRO6R 4MMABLE 1 GONTINUOU5 BEAD OF ' I I _ THERMOSTAT r (1 � _ �I I / I _ � I C� � I �} j SEALANT iv 1 WALL LINE ABOVE�I 287° o N 25 cfm GOVT. L.- - ' p I I SELF-CLOSING 20-min I O 2s7 TO ERV Ll -1" x -1" PSL COLUMN , I (� m I F.R. DOOR [R302.5.1] II FLUSHIHDR L m [MI505.4] 4x4 • GL LN 2sT° I 1 1-1 - - - -- - - --- - 2" CLOSED-CELL SPF I / III 6' O" 2 1" 4' 8" c0 ---------------U = — _ (2)—L-15 x I6 LVL FLUSH HDR P05T — — — I I 4x4 `�i _ -- - -- -- -- -- -- -- ha;: - -- -- -- - -- - - -- - -- r TY -4x4 ENGIN) FRED DESIGN) ----- - - --- 4x4 - - - -- - - - N m N (3) I.-15 x I6 LVL DROP HDR L }� P05T I �� 1670 P05T BATH O - m I ' i (ENGINEERED DESIGN) I POST 3'-I" �I \ Lu I-1-J -------------'-1 INTERIOR GARAGE WALLS: I II PLYWOOD 5HEATHIN6 UNDER,-/-- ° N j I`z �J tum uj Z (1� CONTINUOUS BEAD OF I R-15 BATT INSULATION I I 6tR5UM BOARD FOR W515 (2)-26'7 - 1 I >K SEALANT i Y�" GYPSUM BOARD i GL I \\BRACED WALL k-lNE - m 2470 I 1 20 cfm GONT. Z < W u! I+I~ 1 cV I I TO ERV fQ _ ^, I LL I �� i� Q I — (A Z �!`' GYPSUM BOARD 1 GARAGE GEILIN6: ri o Its o J �� �i T L_1_ [MI505.4] ,- N f (� I Q( I Y2" GYPSUM BOARD � I N 2a7 m _ �11 FOYER N N I Lu O z 4 z I [TABLE 8302.6] - I - I 1 - _ _ N `91 OPEN TO ABOVE ° Q A- T- 0 w Zv (Z 1 I o l m 2- I/ w x i /. .\ F I 0 N Q w x L PLYWOOD 5HEATHIN6 UNDER 2�° d Q i N - 1� I MASTER BR SUITE 1 6 N CONTINUOUS BEAD OF dJ N I ,I GYPSUM BOARD FOR W5P T r I i (� p/ DINING ROOM {) SEALANT N BRACED WALL LINE m O w -I� �i� ��\ I E 0 ` Q _ _ - -- --------J O > \Q I I CONTINUOUS MINIMAL �I I -� o 0 3 I/2" 12'-5" I1 i' 10'-3 1/2" �� W N O '< Vs� EXPANDING FOAM AT WINDOW v i z ��� K iv` \ - < Q N Z D UNIT PERIMETER c° PDR PLYWOOD 5HEATHIN6 UNDER W lz uJ 1l�1 N I -1 4 GYPSUM BOARD FOR W5P I // O m ` O uaj WALL LINE I HEAT DETECTOR Cn I " •D I _�____J I - BRACED WALL LINE - `� ABOVE 5HOWER - WINDOW UNIT (OR ----------- -------- 0 I N F 3°-1°/(2)-I°-1°SL l� _ WEATHER-PROOF DOOR) ELEG. PANEL 22'-1" i m TYPICAL BEARING cV WALL (SHADED) ! Q N O m ------------------- E - ! WALL LINE ABOVE m N O3050 O 3050 (2)-I.-1S x 11.5-15 LVL HDR gtlRf"-t Y.1M 5/4x6 DECKING H.I.G. •'"��'�'�• • <'� 3 CONTINUOUS MINIMAL go5oPORCH � ,r�• �' �' ''^ � EXPANDING FOAM AT WINDOW 20 cfm CONT. O 24'1° ' -'tom, � c, UNIT PERIMETER TO ERV r r.' rt• °°•i►CJ [M1505.41 3 1/2" 3 I/2 n• PROVIDE RESERVED SPACE IN SERVICE PANEL FOR `rt -� Ir. FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.�I] . ` . lt ,rr 14-5 6-b 1/2 .'N C 6x6 P.T.POST D COLUMN `t �;V PLATE Ht. 8'-5" ASF PLATE Ht. 9'-I" ASF :? i'`� -1S x It.B-15 LVL HDR 'P CONTINUOUS BEAD OF SEALANT (2)-2x12 P.T. HDR 0 ''� �, II HOOD STEPS pl,1VEREQ OCT 0 8 2021 GYPSUM BOARD r CONTINUOUS BEAD OF „ , „ „ „ „ ' ADHESIVE 6-4 10-O 6-4" 6-6 6'-6' -1-6 14-6 �I I CONTINUOUS BEAD OF 22'-8" T-4" 13'-0" 10'-O" 22'-0" O 1- I, i SEALANT O j � -- -- ----- _--- -- -15'-0" r 2" CLOSED-GELL 5PF l!1 n ' i!-fj f 0 CONTINUOUS SILL SEALER - VI Iti Ti; `i FULL WIDTH OF SILL O �- O ~-- tL FOUNDATION WALL � (� Q O tL CONCRETE SLAB FIRST FLOOR PLAN STRUCTURAL DESIGN NOTE tu k w SCALE: I/4" = I ft � a V In accordance with the 2020 ROWS; structural < elements such as engineered wood, steel and x 'i _j steel/wood composite columns, beams, headers and 4 Q (� / i girders that: I) resist gravity loads, and w m- LL O 2) are not contained in the prescriptive design O= provisions of the 2020 RCNY5 IL (- NOTE: IT IS THE INTENT TO PROVIDE FOR A cl CONTINUOUS AIR BARRIER ALIGNED WITH THE THERMAL ENVELOPE. THI5 DETAIL SHOWS were designed In accordance With m TYPICAL METHODS OF AIR-5EALIN6 USING ANSI/AWG NDS-2018 with 2018 supplement. p VARIOUS BUAD S ELEMENTS, APPROVED Structural elements such as walls and fenestration ADHESIVES AND SEALANTS. FRAMING CONFIGURATIONS NOT 5HOWN,SUCH AS CANTILEVERS AND STAIRWELLS,SHALL BE SEALED IN A 51MILAR MANNER TO PROVIDE FOR that: A GONTINUOUS AIR BARRIER ALIGNED WITH THE DATE: OCTOBER 2021 i) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 ROWS PLAN A ( � � I�O � -,- I�� were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: '5/4 - 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 4 m A A-8 Z O V 4g'-l0" N z v " 3-q 3/4 14'-21/4" I I LL LU Z N I 1 I I X 0 0 A i I OL I ------ WALL LINE BELOW --------------------------------------------- O --------- --------- ---------------------- i I I 6452 HAZARD GLA INC [R308.4] 1 O I 1 I OI I I O I �p 2x6 GJ AT 16" o.c. I 4°4 G x ILU � 0 1 OI t G I I i 4°4° PIG r------------------------------------------ -- -------------- I --(2)-1.75 x 11.875 LVL FL HDR BATH 1 n 1 7'-O 1/2" (ENGINEERED DESIGN) m 8'-O" G Ht J 1 I I DOUBLE WALL STUDS 3 1/2" N BEDROOM 4 0 Li N I 2x8 PLATFORM 1 W.I.G. - 8'-O" G Ht m I OO I I N j O 20 cfm CONT. 1 m 1 BATH ® i TO ERV § N [MI505.4] cv ----� - I O I - - l 1 x I m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 247 o I t- N 5-10 I LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 1 4'-0 -I - 20 cfm CONT. 4'-2 I/2" I- 1 1 TO ERV Q Pro I TEGHNOLOGIE5 I INSTALL ERV UNIT IN GONDITIONED ATTIC. I I = MODEL T705 I 0 DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I [MI505.4] N N -1 O , 1 1 � z 1 m v PROGRAMMABLE i o m LL I I to I m THERMOSTAT I 2� --------- r Q m I m N I cv I SHOWER I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ------r-- _______= 2410 "o __ INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. I N LIN j 36" GUARD[R312.1] _ _ _ - I ® cV I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUGT5 I Q m —�4-lo r / C0 40 2670 SLOPED GEILING CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5PO7 1 I A.G. TURN m I )--------------------------- ---fib I HVAC EQUIPMENT IN ATTIG — I / I m SMOKE 4 G.O. HALL (2)-2x10 DOOR HEADER 1 I I 7 N GAS OR PROPANE FURNACE: LENNOX ELIg6UHO-IOXE36B SLOPED x DETECTOR (TYP) I I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUGT GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 GEILINi I i I �— — — -� IN BEARING WALLS AS SHOWN p I I m STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. i HEATING GAP: 64,000 Btuh;AFUE = q6.1 _ �— — —� (2)-1.75x11.875 LVL FLUSH HDR (TYPICAL-5) POST UP I I j N STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL ISN48 I � - - _ - -- —-- I I � ALL DUCTS INSULATED TO R-4.2 i INDOOR COIL: LENNOX GH35-30B+TDR 2a1° 2a1° TRIPLE GJ UNDER POST I" RIGID IN5UL I BEARING WALL (ENGINEERED DESIGN) I I Q i OUTDOOR UNIT: LENNOX MLI4XCI-036-230C;AHRI 2033-74680 ON ATTIC I 1 110 1---- — ---;11 I I m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: I COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR 12" x 12" AIR 36" GUARD[R312.1] x i I v I I - MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM V INSTALL IAW MANUFAGTURER'5 5PECIFIGATION5 I z TRANSFER GRILL m I i I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. OO I 2644 ry LAUNDRY IN GEILING l� N I 1 Q a O O W I N l W I I 1 ; v ; MASTER BR SUITE 2 v I I �" O 1 DRYER EXHAUST I' Q I q' Ht TRAY GEILING I W.I.G. I I fn WV DRYE WASHER O OPEN TO BELOW I i I 1 fn Z IV [MI5�2] .D -� O I I I i �-/ Z r 111 Z - I < - .9 N 1 2x8 GJ AT 16" o.c. I N j j �- J IT Q -1 W I (V BEDlo00M 3 m 3 I/2" 3 I)2" 12" ABOVE PLATE 1 1 to Q Z 111AL� V ''!II�'' I i j----------- 10'-O 1 I 20300 i Ill Z LH W Z 4 O z v j I cV I DOUBLE WALL 5TUD5 I 3 1/2" I - < LU I W 00 I (2)-2x10 HDR a� j� <-1 I 1 I - I !L O O> �4 � 261° 12'-5" 5io42 EYEBROW PIG = --------------------------- > --- 1 nn,, Q SLOPED CEILING m p 0 I - (2)-1.75 x 11.87 Z dJ 5 LVL HDR N 1 L - -- -- -- r 1 d WALL LINE BELOW -_____� (ENGINEERED DESIGN) jh Q �----------------------------------------------------- 2x6 GJ AT 16" o.c. - I 6452 +--� I 4 FLATE HEIGHT 6 I 1 _ I O 52 q'-5" ABOVE 5UBFLPOR I I I i I I I I I I I I A I R SEAL I NO NOTE5 1 1 1 .�� ��� �� tr1.A I TABLE R4a2.4.1.1 .2a2a I _ WALL LINE BELOW ---- ----- ------- I .•,• . �•n 0 'lit�D •�. L--,----------------- — ---J AIR BARRIER AND INSULATION 1 1 `f r , l 1 I �•�' �:;.��--=fir''*t�e INSTALLATION --------------r------------- , + ----------------- -----------------rte INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA 1 •� CRITERIA ----------------------------- 7j3i (ra�1 � Ir A continuous air barrier shall be installed in the building envelope. u------------ General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as a sealing material. 6'-6" 6'-6" 7-6 7-6" continuous air barrier. 2' " Breaks or'oints in the airbarrier shall be sealed. DE IVERED Cf"1" 0 8 2021 The air barrier in any dropped celling/soffit shall be 6'-4" 13'-O" ID'-O" 15'-0" aligned with the Insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The Insulation In any dropped ceiling/soffit - shall be aligned with the air barrier. 4I 10' Access openings,drop down stairs or knee wall 0 doors to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame Q 1 The Junction of the foundation and sill plate shall be walls shall be insulated by completely filling O FS-- dl sealed. the cavity with a material having a thermal O resistance of R-3 per Inch minimum. 5EC OlNI� FLOOR F I A I O Walls The junction of the top plate and the top of exterior A �/ l./ J,,.. I� Exterior thermal envelope Insulation for IL. T- walls shall be sealed. framed walls shall be installed in substantial A_8 SCALE: 1/4" = 1 ft 5 Q Knee walls shall be sealed. contact and continuous alignment with the air r Z barrier. Windows,skylights and doors The space between window/doorjambs and lO` framin ,and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. O Floor fram Ing cavity insulation shall be Installed to maintain permanent contact with the underside of subfloor decking. F- Floors including cantilevered floors The airbarrier shall be installed at any exposed Alternatively,floor framing cavity insulation shall be in contact with the top side of and floors above garages. edge of Insulation. Q _ sheathing orcontinuous Insulation installed SOLAR-READY on the underside of floor fram Ing, and O ♦-- extending from the bottom to the top of all CERTIFICATE O O aL [-- LL erimeter floor framing members. V Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home hasI j Crawl space walls covered with a Class I vapor retarder with Instead of floor Insulation,shall be Incorporated features at STRUCTURAL DESIGN NOTE overlapping joints taped. permanently attached to the wails. Duct shafts,utility penetrations,and flue shafts the time of Initial In accordance with the 2020 ROWS; structural _ <Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and —( sealed. installation of solar steel/wood composite columns, beams, headers and ~ n Batts to be installed In narrow cavities shall p � Q �j electric.. N arrow cavities be cut to fit or narrow cavities shall be filled girders that: F-N ti7 with insulation that on installation readily () conforms to the available cavity space. The solar-ready roofo I) resist gravity loads, and v W Garage separation Air sealing shall be provided between the garage zone is shown on this and conditioned spaces. construction plan excerpt I� Recessed light fixtures installed in the building Recessed light fixtures installed in the PR 2) are not contained in the prescriptive design O W Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtightII obstructions that would and is free of surface. and IC rated. 'j- Q In exterior walls,batt Insulation shall be cut G UI T provisions of the 2020 RGNYS IL neatlyto fit around wiring and plumbing or 0 limit placement of solar were designed In accordance with O Plumbing and wiring insulation that on installation,readily panels. ANSI/AWG NDS-2018 with 2018 supplement. p m conforms to available space,shall extend J behind piping and wiring Plastic condult for future Structural elements such as walls and fenestrationThe air barrier Installed at exterior walls l from to Exterior walls adjacent to showers and tubs electric. wiring has been Shower/tub on exterior w<311 showers and tubs shall separate the wall from the that: shower or tub. shall be Insulated. Lo � Installed through walls at The air barrier shall be installed behind electrical CONDUIT the locations shown to DATE: OCTOBER 2021 Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the Installation I) resist wind loads, and boxes shall be Installed. wo H VAC supply and return register boots that of wiring between the electric service ane) and 2) are not contained In the prescriptive design 2nd FLOOR HVAC register boots penetrate building thermal envelope shall be sealed p SOLAR-READY provisions of the 2020 RGNYS to the subfloor,wall covering or ceiling penetrated roof-mounted solar ROOF ZONES p PLAN by the boot. panels. Where required to be sealed,concealed fire were designed in accordance with ASCE 7-16 wind sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. Concealed sprinklers recommended by the manufacturer. Caulking or ® ® ® ® ® ® ® ® DRAWING NUMBER other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls where such elements occur in the plans, they are or ceilings. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] annotated "ENGINEERED DE516N." A == 5 m Z O BWL A E31,-,JL B BWL G BNL D BWL E BML F II'-4" ILz O _ _ BWL I ----,---------r---- 12'-2" --- j BWL 2 3'-10" I I 1-f'-10" I 6'-b" I +mm- 4' O" BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story IO m Numbered Lettered Wall Lines Wall Lines Comment Exposure Category 1.00 1.00 Exposure B- 2-Sty BNL 3 -- - --- -- ----- - -- Roof Eave-to-Ridge Height 0.98 0.98 9'-8", Roof Only --) ��----------- a-�------------- -{---- Story Height 0.93 0.93 8'-$1' -`_ Number of Braced Wall Lines 1.30 1.60 3; 6 6-411 3'-b" 3'-b" I I I I Additional 800 Ib Hold Down 1.00 1.00 NIA Gypsum Board Fastening 1.00 1.00 NIA T- , I , Wind Factor Total 1.185 1.458 Braced Wall Bracing Braced Wall 140 mpli Wind Factor Total Bracing Line Method Line Spacing Required Total Required Lengtli Status SEGONI7 STORY BAL FLAN (ft) Bracing (ft) Bracing Provided (ft) SCALE: 3116" = 1 ft 1 WSP 10.75 3.19 1.185 3.78 25.19 OK z 2 GB 12.33 6.55 1.185 7.76 52.69 OK n- 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK �- O A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK LUrr��� W m z B GB 10.58 5.76 1.458 8.40 17.67 OK V z u- w z C GS 12.00 6.40 1.458 9.33 23.00 OK Z Z <,t O w D GB 12.50 6.63 1.458 9.67 25.42 OK M cq z w E GB 9.58 5.50 1.458 8.02 17.83 OK Z O LU z O F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK �- t(z tu O w BWL G BWL H BWL I BNL K d-1 -O a 7- mo�� 22'-5" 8'-1" 43'-ci" t Wind Adjustment Factors -Table R602.10.3(2) (p.187) nO, O 4 Lower Story l�- 0 Q D I 1 I Garage Garage Dwelling Dwelling < -� Numbered Lettered Numbered Lettered Comment I I Exposure Category 1.00 1.00 1.00 1.00 Exposure B Z Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar, 9'-8" Dv+elling I Story Height 0.9$ 0.98 1.01 1.01 9'-8" Gar-, 10'-2" Dwelling 4'-4" 21-611 !3-I►" b'-b" I Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling Additional 800 Ib Hold Down 1.00 1.00 1.00 1.00 NIA ' BWL 4 ---.'- _-- ----------- =_ - - --} _:.<-_ Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA - Wand Factor Total 0 970 0970 1 600 1.450- -- r'`4':'w��t.�,.. p�•,.fA��.< f ' Braced Wall 130 mph ,�Tota I BracinggBraced Wall BracinWind Factor i Required Spacing RequLength Statusa�. 'r.xLine Method Total BNL 5 (ft) Bracing (ft) Bracing Provided (ft) Garage in :` , _ ----- _� 5 CS-WSP 25.42 5 08 0.970 4.93 6.00 OK f,.,, •E� �°".' I ..ne._ _-- - PLYWOOD I r 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK DEQ IVERD or 0 2021 SHEATHING BWL J G CS-WSP 22.42 4.48 0.970 4.35 7.0$ OK UNDER WALLBOARPLYWOOD SHEATHING V PLYWOOD 5HEATHING `Q j k UNDER WALLBOARD H WSP 22.42 5.48 0.970 5.32 6.00 OK UNDER WALLBOARD J.: Dwelling Q 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK O O r j 1 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O t- d) 101-1" a-o" 6 CS-WSP 18.70 7.55 1.600 12.08 1$.75 OK � 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK ui Q 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK 5 O H WSP 8.58 5.00 1.450 7.25 15.58 OK s iOO O .9 I CS-WSP 20.42 11.73 1.450 17.01 29.0$ OK 3 - 1.450 18.15 20.42 OK ~ - J CS WSP 21 $5 12 52 O� ` t- W � I -- - PLYWOOD SHEATHING PLYWOOD 5HEATHING K CS-WSP 32.75 18.38 1.450 26.65 35.67 OK _ I I ' UNDER WALLBOARD UNDER WALLBOARD (' V p � I i1 PLYWOOD 5HEATHING ( to k o z NO I UNDER WALLBOARD IL_ L( I O w N ;1 BWL --- - --- ------- '- ---- 7'-4" - ~ 7'-O" 4'-10.1 � .-. .. . U w I < ' O i OC IL I r I BNL 8 101-011 I I I I DATE: OCTOBER 2021 I I 22'-0" 211-1" WALL BRACING PLAN F I RST STORY BNL FLAN DRAWING NUMBER SCALE: 3116" = I ft O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e,g GROUND SNOW LOAD (psf) z 20' 30 0 RAFTER RAFTER 1Y SPACING Roof span(feet) O SLOPE (inches) 12 2028 136 112 1 20 28 136 L Required number of 16d common tu nails'b per heel joint splices`,a,e 0 SOLAR-READY ZONE [TIO3.31 12 4 6 8 10 4 6 8 11 z PROVIDES 36" WIDE ACCESS PATHWAY5 3:12 16 5 8 10 13 5 8 11 14 p FROM EAVE TO RIDGE WHERE SHOWN [R324b]. THE 50LAR-READY ZONE 5HALL 24 7 11 15 19 7 11 16 21 F- 14 _---_-----. D REMAIN CLEAR OF OBSTRUCTIONS SUCH AS 12 3 5 6 8 3 5 6 8 ---- -------- VENTS, ETC, [TIO3.41 z (TYPICAL-2) 4:12 16 4 6 8 10 4 6 8 l l — 24 5 8 1 12 1 15 5 1 9 12 16 # 12 3 4 5 6 3 4 5 7 ! I 5:12 16 3 5 6 8 3 5 7 9 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] ! 24 4 7 9 12 4 7 10 13 INSTALL 2"(P VERTICAL SCHEDULE 80 PVC i ROOF LIVE O CONDUIT THROUGH ALL WALLS TO ATTIC, WITH 12 3 4 4 5 3 3 4 5 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS [E3502.3.21. - -- - -- - - - - - - ... - - -- - --- -- - - - - - - - - - - - -- -- 7:12 16 3 4 5 6 3 4 5 6 WO j ALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 I I ROOF BELOW ROOF BELOW ,Z�Q 12 3 3 4 4 3 3 3 4 o ,..:_. _........,..,.T -. _ . 2x10 R o +� 9:12 16 3 4 4 5 3 3 4 5 ry 24 3 4 6 7 3 4 6 7 N 2x10 RRA 16" o.c. E R AT 16" o.c, cv 12 3 3 3 3 3 3 3 3 ROOF OVERHANG BELOW 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE -- — ; ? 24 3 4 4 5 3 3 4 6 - -- -- - -- ----- - - ------ - - ------- -- - -- -- - - .._ ._ -_Ye. ,.., . : .. WALL LINE S' (i I fi For SI: 1 inch-25.4 mm I foot-304.8 mm 1 pound per s uare foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d I � - ---- lS X v -% -� ! common nails. _— 2x6 b. Nailing requirements shall be permitted to be reduced 25 `? �� percent if nails are clinched. f J - q ridge is _ ` C. Heel joint connections are not required where the supported by a load-bearing wall,header or ridge beam. i ,'; ";; d. Where intermediate support of the rafter is provided by s AGGE55 ROOF II - -i' vertical struts or purlins to a load-bearing wall,the i O l 1 I o ; ° 8 tabulated heel joint connection requirements shall be T j. �! -' " N - permitted to be reduced proportionally to the reduction in span. e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. I - o -- . .; t�5 x 14 LVL 5TRUGTURAL RIDGE f. Applies to roof live load of 20 psf or less. „ I z v WALLA T12DGo o NN TOB OR LE55 N ! g. Tabulated heel joint connection requirements assume _ ` ".' that ceiling joists or rafter ties are located at the bottom O 2x12 RIDGE ".... _ 2x12 RrDGE i of the attic space. Where ceiling joists or rafter ties are f- O T D . f r I -_ ((� LU ! located higher in the attic,heel joint connection m requirements shall be increased by the following factors: z tU z EXTEND RIDGE TO z z Q l ( i( BEARING WALL AT U 1 � Z W GARAGE ROOF BELOW i,' ! ALL VAULTED ° HC/HR Heel Joint Connection Adjustment Factor ,-- d— � O z AGGE55 ROOF GEIUNGs ! ?- 1/3 1.5 �..0 0 z dJ O i _ . . .. 1/4 1.33 IL La LU 1/5 1.25 d w I O 0i�- - i o 1/6 1.2 A� O �> `9d� --- n, y�,� `J+,a ys.`��$�,.. °' 1/10 or less 1.11 iJL (� tOV p �Q q N 1 -aP Y where: Q O _ HC Height of ceiling Joists or rafter ties measured vertically X Z 2x6 RR AT 16" o.c. `�. k x above the top of the rafter support walls. _ C' ,- HR=Height of roof ridge measured vertically above the top of - - - - - - - w X a I E 2x10 RR AT 16" o.c. 2x10 RR AT I6" o.c. z_ the rafter support walls, tom- w v .. WALL LINE � ' ' 2x10 RR AT I6" o.c. 2x10 RR AT 16" o.c. ���,,,,.• or: ° ROOF LINE vvy ROOF LINE ROOF BELOW I PORCH ROOF BELOW I WALL LINE '`;y E.R• .�@ I OE IVE RED OCT 0 8 2021 _ I ROOF L9 KE----- - - ---- - --- - - I ! I � r O OH � ROOF PLAN o 0 0 SCALE: I/4" = I ft N — I ;< o It N O ,� O STRUCTURAL DE51GN NOTE J v Q Z � w F !L In accordance with the 2020 RGNYS; structural 4 Q �— elements such as engineered wood, steel and X steel/wood composite columns, beams, headers and <Q OL girders that: 1) resist gravity loads, and Y W >�u ISL 2) are not contained in the prescriptive design O lu O provisions of the 2020 RGNYS LL !- 0 were designed in accordance with ANSI/AWG ND5-2018 with 2018 supplement. 0 J Structural elements such as walls and fenestration that: DATE: OCTOBER 2021 I) resist wind loads, and 2) are not contained in the prescriptive design BOOP PLAN provisions of the 2020 RGNYS were designed In accordance with A50E 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 ROOF ------------------------------------ 2x EXTERIOR WALL I Im i V I I - - -' - - - - - - ^ - - - - - - - _ - - - - � - - - - - - - - - - - - - - - - - - - - - - -" - - - - - - - i 6" CL05ED-GELL5PF INSULATION O 1 I STUD TO FLOOR JOIST 11 I 51MP50N COIL STRAP p/ ------------------{ ------ --- ------------------------------------------i---} ---------------------------------------------------------------� -------------------------------------------------------1 (4)-Sd NAILS AT EACH END IL CEILING LAUNDRY 1 I I FAMILY BATH _� I — — — — MASTER BATH I 2x SOLID BLOCK $ AIR-SEAL BETWEEN FJ Q - - - - - - - - - - I 2x RIM80ARD W > F > I >1I >1 > 1 > 1 > I > I z 11 GANTILEVERED FLOOR J015T n - 1 - WG WA5HER I i I 1 LAV. I 1 I LAV. 1 LAV. i 1 3i(b" 058 $ VINYL SOFFIT 0 4 � 1 TUB 1 1 Tub SHOWER j FLOOR JOIST TO WALL: 5IMP50N H2;(5)-8d NAILS TO FJ b (5)-8d NAILS TO STUD 2nd FLOOR 2x EXTERIOR WALL - -------------- I I ____ _____ a ALTERNATE WHERE FJ/5TUD MISALIGNS: 2 W ---�---�------- 2�� W --- 3 W-------- W-I---�------------ 1-I/2" y,�--- I-I/2" W 2" W --- 3�: 1,,�-- 2�� W ---T------------------------------------------------------- I FLOOR JOIST TO PLATES: 2" W 3" W 1 I G.O. 2" W 3" W I i SIMI'SON H2.5;(5)-5d NAILS TO FJ, (5)-8d NAILS TO PLATES 2.. 1y 1 I G.D. 1 ------------------------------------------------------ I PLATES TO TO PLATES, (5)-8d TO STUD --------------------------------------------------------------- - ------------- - I z ------------------- --- I O GEILING — -. — —— _ _ POWDER — — — —— BATH I 2x ROOF RAFTERS AT 16" O.G. � -. - - _ KITCHEN - - - - - - _ 1 — — I USE QALV. HURRICANE TIE BETWEEN -- EVERY RAFTER AND THE ROOF BEAM > I DETAIL. AT FLOOR 2x CEILING JOISTS AT 16" O.G. 1 1 I JOINT L EVER5 4 SETBACKS USE ( NAILS CRAFTER CANTILEVERS IWC 1 1 0 1 � HEEL JOINT CONNECTT ION (� 3 KIT SINK OW 1 LAV. LAV. I SCALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE) ivm I ASS PRESERVATIVE ESR SATd TREATED I 12" D.G. STA66ERED ALONG LENGTH SHOWER I I Ist FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD ------------------------- --------------------- -------- ----- -------------------------------------------- -------------- ------- --------- --- -----------------� 2" W I-I/2" W 3" W 1-1/2" W 3" W 2" W UPLIFT CONNECTIONS: 0518 QALV. COIL STRAP G.O. 2" W G O 2" W 3" W G.O. 2: IN 3" W � USE (2) AT EACH POST, TOP $ BOTTOM 5/4"xb" DECKING (4)-I0d NAILS AT EACH END -------------------------- ----------------------------------------- --- ------------------------------------------------------------------ I ------- ------------- PERPENDICULAR TO JOISTS CEILING (2)-bd THREADED NAILS OR G.O. 4 W 4" W -L (2)No. 8 WOOD SCREWS AT 4:: W r 4" I — -IIF•P•I• EACH 5UPPORTIN6 MEMBER 4x4 WOOD COLUMN � [R507�] U0513 PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM 1 I FLOOR BEAM(SEE PLAN FOR SIZE) 1 I FLOOR JOISTS UG38 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IDd NAILS PLUMB I NO RISER D I AC RAM L U638 PRESERVATIVE TREATED O.G. ALONG EACH EDGE [R507.5] 50ALE: NTS HOUSE TRAP —/ i SANT ARYPROVESYSTEM InGRADE I 4x4 WOOD P05T BASEMENT FLOOR I UO3B PRESERVATIVE TREATED Z --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� (� P844 HOT-DIPPED 6ALV. POST BASE ANCHOR f I , m W O t� lu z � 12"4) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 V Z 'r lU 7- VERTICAL VERTICAL REBAR ON }- Z z <' Z W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 - REBAR EACH WAY, REBAR 4" ABOVE (� I� )- t- Q Z_ TYPICAL ROOF R-3Q BOTTOMw Q >` z Z Lu ASPHALT ROOF SHINGLES OVER 15# FELT OVER < (L• f Q Z �" STRUCTURAL PANEL 5HEATHIN6 OVER A[lU (I) Lu 2x10 RAFTERS AT I6" O.G. R-39 6" THICK GI -CELL SPRAY POLYURETHANE FOAM (SPF) TYfi'I GAL_ FOR'C.H DETA I L_ `� v I.i5 x 14 LVL STRUCTURAL RIDGE WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] p- O } '--I Q Q Q x (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS �/ N o R I DO E TENSION STRAP: 12 � 4 WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP11 11 IT I IT IT 1 11 __ ITIT 11 1111 11 111111 Ill 11ITil 11111 1 11 11Q 2x4 GOLLAR TIE 11.1_1 Ll 11 11 GABLE WALL INSULATION (OPTIONAL)O.G. (OONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XP5 I 1 CAVITY: R-13 2" SPF SEALED ATTIC, (INDIIkLGTLY CONDITIONED) 2" SOLID MT55OG STRAP-TIE R: .� � e�" a � > (BEYOND SECTION) C? j� SMOKE 8 G.O. WOOD BLOCKING EACH RAFTER w.t,�;aC � . �f;l r.,�t 2x6 GJ AT 16" O.G. ; I �� DETECTOR IN ATTIC �7 I-I/4" WIDE 20-GUAGE i� Ti� TO STUD ' NOTE: ALL DUCTS SHALL BE GALVANIZED STEEL STRAP TYPICAL EXTERIOR WALL R-20 EACH SIDE OF WINDOW AND x LOCATED IN THE ATTIC, I/2" GYPSUM � WRAP STRAP OVER RAFTER 2x4 STUDS AT 16 O.G. INTERIOR SECOND STORY BOARD FINISH DOOR OPENINGS. INSTALL (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL GAVITIE5 AND SECOND 5TRAP FROM TOP OF TOP (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. DE, IVEREQ GCT 0 b 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFAGED FIBEROLA55 BATT CAVITY INSULATION 0 DUCT INSULATION IN ATTIC. MINIMUM LENGTH BELOW IAN MANUFAGTURER'5 SPECIFICATION VINYL 51DIN6 OVER HOU5EWRAP OVER R-5, I" XPS INSULATIONQ WHERE RAFTER ALION5 WITH STUD OVER I/2" STRUCTURAL PANEL SHEATHING GS-WSP z HEADER = LENGTH ABOVE _ BOTTOM OF HEADER � Q R-13 2" CLOSED-CELL = w SPF AT RIM J015T 0 Z HALL � LAUNDRY W.I.G. BEYOND SECTION (2)-1.15 x 16 LVL J N N m DOUBLE-FRAMED Q F=- Q5TAIRWELL (TYP) 3/4" SUBFLOOR O =O �p 16" TJI-360 FJ AT I6" O.G. e O TYPICAL INTERIOR WALL 2x12 LEDGER N I I Q • O(b Lv\ m !2)-2x4 TOP PLATE;2x4 50LEIPLATE a 3/16 a ° Q 1�lAL.L_ STUD To 1�1AL_L_ STUD : ¢�. ,I I(2)-i.'15 xPL HDR 80ARD�N H 4 %z N _ STRAP OVER OR UNDER SHEATHING Y:211Y:211 �[GYPSUM WALLBOARD ON BOTH SIDES + O V (4) 8-d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a Ist FLOOR PLATFORM „ 2x6 G.J. 2x8 PLAT r I I O O ? WOOD FLOORING OVER R-13 2 61 -015T I I o TENS I ON STRAW I NO o< IL _ 3/4" PLYWOOD 5UBFLOOR SPF AT RIM JOIST I I w 11.815" TJI-230 FLOOR JOI5T5 AT I6" O.G. /� GROSS BRIDGING AT MID5PAN AT Y `I^I AL.L. OPEN I I `�I55 �- � SILL CONSTRUCTION: I1/2 OypSUM I I HALL PANTRY SCALE: NTS ' W CL Z 2xro P.T. (UGE5B) SILLSHIEBOARD ON SILL SEAL WITH 1/2" AN HIOR BOLT I ( � f v Z FINISH -L-(SEE TYPICAL WALL DETAIL) q3/16" INISHED FLOOR l— a < 1� Q DL (2)-i.75 x 14 I/2" GYPSUM N O v I ry STUD TO SILL PL ATE : --- LVL GIRDER BOARD FINISH INISHED GRADE Q W FINISH GRADE WRAP STRAP UNDER SILL PLATE PER GORE SLOPE 6° IN lo' MIN. AWAY FROM BUILDING (4)-3/8" LAG 5GREW5 � BASEMENT 8 p w Q O (6) -d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET q 2x8 PLAT w = (INDIRECTLY CONDITIONED) LL H 0 ' pry O FULL HEIGHT R-II BLANKET WALL ' !' •' : o Q INSULATION AS MANUFACTURED 8Y Q m •.i ;• Q GERTAINTEED CORP. A5TM E84 MAX. -� .• n 1/2" 6YP5UM FLAME SPREAD INDEX = 25 BOARD MAX. SMOKE DEVELOPED INDEX __� 50 FIN15H 2x6 STUD WALL AT GARAGE (SEE FLOOR PLAN) 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2+\� (SEE AROUND CEILING JOIST5 DATE: OCTOBER 2021 TRIM2x6 G.J. LAP AND CONNECT OVERHANG CEILING JOISTS TO STUDS WITH SECTIONS $ 30" x 30" x 12" DEEP P.G. FOOTING MINIMUM (3)-Ibd FACE NAILS DETAILS (ENGINEERED DESIGN) 10" POURED CONCRETE FOUNDATION STEM WALL w/(3)-#4 REBAR E.W. H I O H-loll N�) UPLIFT 5TRAPP I NO VERTICAL REINFORCEMENT: NOT REQUIRED FOR SAND 4 GRAVEL SOILS (QW, QP,SW,5P) HORIZONTAL REINFORGEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY DRAWING NUMBER SCALE: NTS ONE TOP BAR WITHIN 12" OF TOP OF WALL 51,=GTI ON ASECTION 5LL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). upoN 24° x 12° Ht CONTINUOUS P.G. FOOTING A - a NOTE: A MINIMUM 3'-0" BELOW GRADE SCALE: I/4" = I ft SCALE: I/4" = I ft STRAP LENOTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and welding code - Iq NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES 000, and publications Incorporated by reference therein. 7- CLIMATIC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O RI052 BUILDING PERMIT: A building permit shall be Issued by the F- WIND DESIGN STANDARD: 2020 SGNYS Townrior to the start of work. A copy of the buildingv GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN p permit FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hozorcls.otcouncil.org FOR THE PROJECT LOCATION: until project completion. LOAD (mph) CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP G to ( p ) effects region debris zone depth N 41.0031 W '12.5665 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES R106.3 DE516N PROFE551ONAL: A Certificate of Authorization Is ZO WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH F16URE PRE-ENGINEERED WOOD CONSTRUGTION filed with The State Education Department entitling D'Amoro 20 psf 127 None No No B Severe 36" M to H 15 °F I Yes None 599°F-DAYS 1 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide v MANUAL J DESIGN CRITERIA- Central IslipMEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However,the Designer has THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 8301.2(3)] AIL FFIX THI5 SIGN IN ACCORDANCE WITH supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall p Elevation Latitude heating cooling factor temperature cooling difference EXF05URE CATE60RY: EXPOSURE B 1 TITLE la NYGRR PART 1265. immediately notify Designer, In writing, if there Is any w COMPONENT AND CLADDING LOADS [TABLE 8301.2(2,] DO NOT discrepancy found between field conditions and plan 60 ft 41° North 150 99% outdoor DB 85" 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R3012(3)1 dimensions,especially with regard to existing construction. til Wind velocity Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (26'-0" roof R3012.1 WIND DE516N: in accordance with Figure - Cooling temperature Wind velocity Wi d Coincident _ g R301.2(5)B, wind N Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] design Is not required. This building Is designed in o difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = ao plf < 83012.1.2 PROTECTION of OPENIN6s: This building In not located 4 UPLIFT METAL FRAM I N6 CONNECTORS ARE REGU I RED AT TOP In a Wtndborne Debris Region. O OF ALL BRACED WALL PANELS [R602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located in a flood hazard area. } _ R301.5 LIVE LOADS: Minimum uniformly distributed live loads. IWY Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(I) psf,Sleeping rooms 30 psf, Stairs 40 psf Z 8301..66 ROOF LOAD: Roof Design Load Is based on the greater TNUMBER AND TYPE NUMBER AND TYPE of the Ground Snow Load (20 psf,applied per ASCE-0 and SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION DESCRIPTION OF FASTENER AND LENGTH Intermediate account for unbalanced load conditions. ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa•b^� OF FASTENERa,b,° NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to THICKNESS Edges Roof Floor (inches) (inches) (inches) support 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2%"x 0.113");or 4-8d box(2%2"x10113");or g (LVL,PSL, I-outs, g Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j glu-lams,etc) are actual dimensions. 3-8d common 2/2 x 0.131 , or Toe nail 21 Joist to sill,top plate or girder 3-8d common 2/ x 0.131 • or Toe nail p ' 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box(3"x 0.128");or ) 3-1 Od box(3"x 0.128");or )� Staple 15 ga. 1 % 4 g 8302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to% 0.097-0.099 Nail % 3 6 projections shall be located at least 5 feet from lot Imes and are not fire-resistance rated. 4-8d box 2 3"x 0.113" ;or 8d box(2 3"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 % 3 6 ( ,/ ) R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 72" x 0.131"); or Rim joist,band joist or blocking to sill or top plate 8d common 2 3"x 0.131" ; or 0.113 Nail 2 3 6 WALL5 AND CEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate „ „ Per joist,toe nail 22 roof applications also ( ) i9 5 having a F51 = 15 (re 'd max. 200) and a 5DI = O (re 'd max. 3-10d box (3 x 0.128");or ( pp ) l Od box(3 x 0.128 ), or 6 o.c.toe nail /2 and/ Staple 15 and 16 ga. 2 4 g g cl (req 'd and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 314 4 8 , � 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3„x 0.128„), or 3-8d box(2 „x 0.113 ), or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 3" x 0.162"); or Face nail „ 2-8d common(2%"x 0.131");or Staple 15 ga. 1 3 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128");or Face nail 2 32 and% i surfaces shall have a F51 _< 25 and a 5DI < 450. See plans 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 %4" long Ceiling joist attached to parallel rafter(heel joint) Staple 16 ga. 2 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections 11802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3%"x 0.135")• or Staple 14 ga. 2,V 4 g around all penetrations of the floor and ceiling planes,and 2-16d common( R802.5.1(9)] 24 2" subfloor to joist or girder i „x Blind and face nail 3 /2 0.162) 0.113 Nail i 3 6 where otherwise specified by the 2020 ROWS. 3-16d box 3%"x 0.135"); or Stale 15a. 2 1 % 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 4-1 Od box (3"x 0.128");or 25 2"planks(plank&beam- floor&roof) ( At each bearing,face nail p g 5 Collar tie to rafter,face nail or 1 i/a" x 20 ga. ridge strap 3-IOd common(3"x 0.148");or Face nail each rafter 2-16d common(3/ x 0.162) 0.097-0.099 Nail 3 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 1 „ _ � project under Exception 4. 3-16d common(3/ x 0.162 ), or SPACING O FASTENERS 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3 3"x 0.135");or 26 Band or rim joist to joist ( )' DESCRIPTION OF AND LENGTH 3-1 Od common(3"x 0.148")• or 2 toe nails on one side and 1 toe � � 4-3"x 0.131"nails;or End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W NI102.4.5 with separation inches (inches) from insulation per listing. Z 6 Rafter or roof truss to plate 4-1 Od box(3"x 0.128"); or nail on opposite side iof each rafter 4-3"x 14 ga. staples, 36"crown (inches) (inches) (inches)or truss 8308.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or 4-3"x 0.131" nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cements' other approved safety glazing material shall be Installed in ,I , O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; 11_1 lt1 W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. rr� m Z 4-16d box(3%"x 0.135");or p V LU 3-1 Od common(3"x 0.148");or l Od box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails z v- W Toe nail 3 6 R30q.1 GARAGE FLOOR SURFACE- Garage floor shall be 5-Inch Z Z •d•q• d1 z pC 4-10d box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle m - - -t u- O-a W Roof rafters to ridge,vane or hi rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers r� 7 g , Y p And: Staple 18 ga., 8 long,3 crown 3 6 entry doorway. La V \ Udl} P Z " g t� 2-20d common(4"x 0.192") finished flooringother than the 8310 EMEROENGY E50APE AND RESCUE OPENIN65: It Is the tib v O r- Z to minimum 2 ridge beam 3-16d box(3 72" x 0.135"); or '°r Face nail at ends and at each splice / ( ) responsibility supe by Z Z O W 1 builder's res onstbillt to verify that window units Iles Q �" 2-16d common(3 3"x 0.162");or 3-]Od box(3"x 0.128");or 13 long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for p LU >` DL W ® O End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. n/ <J ^0 4 3-10d box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for tile finish) 11I�L In IX 3-3"x 0.131"nails 4-16d box(3 72"x 0.135");or 1 a long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 8311.7 STAIRWAY5: Interior stairways shall be pre-assembled O �ko O Wall �� �� for tile finish wood units. The maximum riser height shall be 8-1/4 Inches and N 0 Q 4 28 Ledger strip supporting joists or rafters 3-16d common(3 3 x 0.162 ),or At each joist or rafter, face nail ( ) the minimum tread depth shall be ci inches,plus nosing where z p Ll 16d common(3%"x 0.162") 24" o.c. face nail 4-10d box(3"x 0.128"); or Plywood required. Provide handrails per Code. < 8 Stud to stud(not at)braced wall panels) 10d box(3"x 0.128");or4-3"x 0.131"nails 13 ring or screw shank nail-minimum 8312.1 GUARD5: Walking surfaces more than 30 Inches above () X 3"x 0.131"nails 16 2-10d box(3"x 0.128"); or 2-8d common %and%6 12%ga. (0.099")shank diameter o.c. face nail 3 6 grade, and steps leading thereto, shall have guards that x Z conform to Code. "C� 29 Bridging or blocking to foist Each end,toe nail 16d box(3%"x 0.135"); or (2 3"x 0.131");or 2-3"x 0.131"nails p g % R3I22 WINDOW FALL PROTECTION: Windows with sills Stud to stud and abutting studs at intersecting wall 12 o.c. face nail Staple 18 a, /, ib crown width 2 5 less than 9 3"x 0.131" nails SPACING OF FASTENERS ii s is i 13 ring or screw shank nail-minimum e 24" above finished floor and greater than 12" above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3 3';x 0.162') 16"o.c. face nail TEM DESCRIPTION NUMBER AND a b,c Edges Intermediate 121/2 ga. (0.099")shank diameter ix' P 16d common(3 72 x 0.162 ) 16 o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ^ h supports 13 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: interconnected (inches) (inches) 19 5 23 3 1 3 6 smoke alarms,carbon monoxide alarms,and heat detection `d� ., O~ �. .� 10 Built-up header(2" to 2"header with%"spacer) /2, /, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. ,,.R ,-�•••",••°••,,��` 16d box(3%2' x 0.135") 12"o.c.each edge face nail Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 y 6 8 �• ` " Z f�.`° 5-8d box 2 3" x 0.113" or p � � ., . i 48,» ( )� 8315 CARBON MONOXIDE ALARMS: install at all locations �'� 11 Continuous header 1:0 stud 4-8d common 2 3" x 0.131" ;or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r ( ) Hardboard specified on the plans. ..,c;i;•,d°} . -t tl :, „ s „ _i „ 6 12 p plans s I : ti - 4-10d box(3 x 0.128 ) 6d common(2"x 0.113")nail r 1%2 long ring-grooved underlayment nail 6 6 R3I 7 WOOD DECAY PROTECTION: Lumbers specified in the a- I/ 30 / / subfloor,wall)' as pressure preservative- treated (P.T) shall be In -g / ' " 16d common(3/2"x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 p p " .;� `� - A accordance with AWPA U1 for the Intended use and location. �:i;; `� 12 Top plate to top plate IOd box 3"x 0.128" • or 31 I%2" - 1" 8d common nail 2%"x 0.131" 6 12fi�''`>;' ( )' 12 o.c. face nail ( ) Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless � •� -.,: 4' ° `. 6 12 steel bolts. y steel,silicon bronze, copper or 1/2 diameter or greater 3"x 0.131"nails l Od common(3"x 0.148")nail;or Particleboard pp g %•` t 32 1 1/" - 1%4" 8d 2%" x 0.131" deformed nail ( ) 1 4d ring-grooved underlayment nail 3 6 h /4 s U R401.4.1 6EOTECHNIGAL: Footings and foundations shall I rest on [V E R E D OCT 0 8 �Q� 8-16d common(3 1/2" Face nail x 0.162");or on each side of end Other wall sheathingg Staple 18 ga., /long, /6 crown 3 6 undisturbed loll with a minimum load-bearing valve of 2000 joint � psf. Vlsuall rased soils that have this load-bearing value 12-16d box(3%"x 0.135");or :: 1 „ 1 Y galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 p y g g 13 Double top plate splice 12-lOd box(3"x 0.128");or (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 ga., 1 %" long 3 6 3 Include 6W 4 6P-gravel and sandy gravel;6M 4 6C-silty and each side of end joint) Staple 16 ga., 1 y long, /crown 3 6 clayey) gravel;SW d 5P-sand and gravely sand;5M 1 56-silty La 12-3"x 0.131"nails 1 %4"galvanized roofing nail, 16"head 6d rip rooved underlayment nail and clayey sand. Unsuitable subsoil material encountered J 34 232" structural cellulosic fiberboard sheathing 3 6 s/2,8 g-g Y 6 10 during excavation shall be excavated and replaced In-situ O t- diameter,or 1 crown staple 16 ga., 1 Y long Staple 16 ga., 1 %long, a crown 3 6 with 3/4" crushed stone to a minimum depth of 8 Inches or ROBE. O 16d common(3 y" x 0.162") 16"o.c. face nail d 1 72" galvanized roofing nail;staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior O Bottom plate to joist,rim joist,band joist or 35 3 gypsum sheathing i „ i „ 7 7 O s 14 16d box 3 1 "x 0.135" • or 1/ long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. walls and other vertical concrete work exposed to the blockingnot at braced wall panels) ( /2 )� weather shall be air entrained stone concrete with a minimum ( p ) 12 o.c. face nail r 3" x 0.131" nails 5 d 1 %4" galvanized roofing nail; staple galvanized, compressive strength of f'c.=3,000 psi at 28 days. Porches, U 0 �- 36 / gypsum sheathing s „ 5 ,: 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage 1 / long; 1 / screws,Type W or S floor slabs shall be air entrained stone concrete with a Q 0 Bottom late to joist,rim joist,band joist or 3-16d box(3%"x 0.135");or 3 each 16"o.c. face nail z p ( " ") 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3500 pit at 26 days. O 15 ) 2-16d common 2 y x 0.162 or P blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, sJ m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O - 37 q" and less i :: :, systems shall extend below the frost line, Le., o a minimum _V 1_ N 8d common(2/ x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. d depth of 3'-0" below finished rade. t O v 4-8d box(2%"x 0.113");or p g • p g Y P p g 8d common(2%"x 0.131")nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. 3-16d box(3%"x 0.135");or 38 �g,: _ 1:: 1 � " > 6 12 R404.1.•7 HACKFILL: Backflll shall not be placed against - � 4-8d common(2 3"x 0.131"); or Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 O r O (v foundation wails until cured a minimum of 'i days. Brace top _ Specified alternate attachments for roof sheathing shall be permitted where the ultimate design winds eec is less than and bottom of wall during backfill placement. < IL 4-1 Od box(3"x 0.128");or lOd common(3"x 0.148")nail; or g• p g p S P g p O - �- 39 1 1/a" - 1 1/" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to able end wall framing shall be installed using ODk 16 Top or bottom plate to stud 4-3"x 0.131" nails 8d deformed(2 3 x 0.120 )nail p g p g g g g R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O No ~ O O the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer O - v Q 3-16d box(3 3"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus w < () Z 2-16d common(3 1/2" x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0^6. �U•- O _ w Z 3-1Od box(3"x 0.128");or R6O2 WOOD WALL FRAMING: Load bearing dimension lumber shall _1_ d Q IL U 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE 8602 REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douggrade, fir-larch No. 2 or better. Studs shall be a minimum �- (L x 33 >�u sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of ( ) Q No. 3,standard or stud rade lumber. X � 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c " d Q t� Q- 17 To later laps corners and intersections 8'102.3 GYPSUM BOARD: All Interior walls to be covered with 14 !- p p p 2-16d common(3 3" x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockied and painted;unless otherwise to tV noted on plans. Q 3-3"x 0.131"nails p MINIMUM ULTIMATE DESIGN p u W b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 3"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V"ss 8703.3 51DIN6: Exterior wall covering shall be vinyl siding tested Y 1 „ STRUCTURAL WALL STUD SPACING the manufacturer for use In hl h-wend re ions and Installed 2-8d common(2/ x 0.131 ),or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) g 9 W Q O 18 1"brace to each stud and late :, „ . Face nail PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's IY p 2-1 Od box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS instructions for high-wind regions. Use stainless steel nails for tL O ( )� Penetration RATING orches Edges Field Wind exposure category � 9 2 staples 1 %" f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (inches) (. ) fastening vinyl siding on buildings located within 3000 feet of inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches o.c.) (inches o.c.) B C D the ocean line. N 3-8d box 21/2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common ( )' p p g p p g %1.5 24/0 16 6 12 140 115 110 11802.1 WOOD ROOF FRAMING= Load bearing dimension lumber O 2-8d common(2 3"x 0.131");or less than 140 mph. (2.0 x 0.113 ) for rafters,trusses, roof beams and telling joists shall be- 19 1"x 6"sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail g• Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Coinmon 16 6 12 1 170 140 135 Douglas fir-larch No. 2 or better. 2 staples, V crown 16 a., 1 %" lop sheathing shall conform to ASTM C 208. 1.75 24/16 %6 p g g g (2.5"x 0.131") 24 6 12 140 115 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(w of the area of the DATE: OCTOBER 2021 3-8d box(2 3"x 0.113"); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unvented. 3-8d common(2%"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. W1052 ASPHALT S INGLE5- Asphalt strip shingle wrappers shall 3-10d box 3"x 0.128" • or pp Y g q g g g p g p � p p ( )� the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with ASTM D-1155 Glass G NOTES 3 staples, V crown, 16 ga., 1 %4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened In inches on center shall be applied with panel strength axis perpendicular to supports. accordance with the manufacturer's Instructions to achieve 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on pp p g p 1T Pp that rating. Use a minimum of six nails per strip shingle. Use one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail en b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3000 feet of 4-8d box(2 s/2"x 0.113");or Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. 3-8d common 2%2"x 0.131" •'or the opposite side of the rafter shall not be required. g re q DRAWING NUMBER ( ) j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 81006.2 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling - 4 staples, V crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING pp JOISTDETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or braced/shear wall above Y2") Plate nail,16d 0.135 x 3 Y") 12"on-center 9 • Plate nail, 16dent (0.135"x 3 ( When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- Blocking panel: 1%"TJ®Rim Board, 1 (must stack over wall below when present) R ALLOWABLE HOLES - TJI® Joists ill at 16"on-center No load bearing at l6"on-center - 1 „ o ®• 9 Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/2 )at 6"on-center 4"TimberStrand^ LSL or TJI joist. 1Y"hole may be cut Blocking panel: Web stiffener wall above Min.distance from Table A Min.distance from Table B Y 1Ys"TJI Rim Board,1%" Plate nail-16d(0.135"x 2") Blocking panel: anywhere in web out required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1Ya"TJ®Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJI®joist Floor panel nail- 9 1 , * boundary nails, at B3W ONLY or TimberStrand® LSL • 8d(0.131"x 2/z')at 6"on-center 1 1 or TJI®joist 8d(0.131"x 2/2")a 1/4"TimberStrand® O N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys"-, Web stiffeners 6" �• nail each side at A3._W B1 tstiffeners required on bothToe nail-10d(0.131sides of both joist 6" L 12xD1 D, Closely gd round L 2 x LD26Toe nailToe nail, 1Y"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if( x 3")at 6' on-center No field cur Do not cut 10d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist onl or thickness exceeds%% 12required DON holes In (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center y) min. End of joists at hatched meets requirements for hatched + - LL 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q than 1/z in TJI®rim joist at rim board For rim board thicker than 1/a centerline :ones round or square holes. zones cantilever and 62W ONLY reinforcement. q Q Web stiffene0r -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support W Toe nail-10d(0.131"x 3") required on both Must have 1%"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6"on-center p P 9 9 P Y q * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O to Al Al W A2 A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board, walls above or below-see detail B1 Z O O rim joist per A3 detail. p B3 B3W below see detail B1 B4 B4W Jolsr rJl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board A3.4 A3.4 it DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 P O O 2" 3" a~ 5' 5'.6Y20 7' a% 11' 13 2~ 3^ a" 5" eY:" 7' a'/" 11~ 13' CV O O y Nail through 2x cantilever,wood backer and UI N V Details and Installation in Weyerhaeuser Installation Guide 1Ye"TJ®Rim Board or 1Y4"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 110 1'-0" l'-6" T-0" T'0" 5'-0" 1'-0" t'-6" T-s" 3'-6" a'-s" I- , Blocking j ( ) � 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" Q 0 Weyerhaeuser Installation Guide for Floor and Roof Fram;ng,TJ-9001. for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9�^ 230 1'-6" 2'-0" 2'-6" T-s" s'-6" 1'-0" 2'-0" T-0" a'-s" 5'-o" Q 4 - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 312"TJI® 360 t'-6" 2'-0" T-0" 4'-0" s'-o" 1'-6^ 2'-6" T-6" F-0" V-6- with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" s'-0" T.0" 2'-0" T-0'• 4'-0" F-s" 6'-0•' „ - 6'-0"length of TJ Is joist 8"diameter maximum hole for 117/x"- 1 schedule. 110 1--0' 1--0" r-6^ 2'-0" r-s" T-0" s'-s" r-o~ 1--6" 2'-0" z'-6^ 4'-6" 5'-0" s'-0" # reinforcement and filler 16"deep blocking panels;6"diameter 1/e' .N Rim Board 1Y"1"x 3")nails,� 210 1'-0" 1'-6" 2'-0" 2'-0" T-0" T-6" 6'-0" V-0" 1'-6" 2'-6" T-0" 5'-0" F-6" F-6" _ 4'-0"length of 8"diameter maximum hole for 117/a"- block.Use 4'-0"length maximum for blocking panels 92"deep LSL.Nail with 10d(0.131"x 3')nails, Attach reinforcement to joist 11%^ 230 1'-0" 1'-6" 2'-0" T-6" T-0" 3'-6^ s'-6" 1'-0" 2'-0" T-s" T-6" 5'-s" 5'-6^ T-O"I LU 3 „ 1 „ 7 „ one each at top and bottom flange. with one 8d(0.131"x 212") 360 1'-6" T-0" T-0" T-6" 4'-6" 5'-0" T-0" 1'-6" T-s" 3•-6" 4'-6" 6'-6" 6•-6" T-6" reinforcement on 16"deep blocking panels;6"diameter with 9/z and 11/ TJI® or shorter than 12"long. F1 applies to sso r-s" z's^ 3'-0° a'-o" s'-s" s-o" a'-o° r-s" 3-s" a'-6° s-s" T-o° T-s" e'-o° 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 7 maximum for blocking panels 9Y" J g 110 1--0• r-a' r-o" 1--0" r-6" T-0' T-0" 5'-6" r-0" r-0" 1--s" 2'-0" T-6" a'-0" 6'-0" 8'-0" Web stiffeners /e'-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 1--o^ r-o^ r-o" 1--6" r-0" 7-6" T-6" F-0" r-0" r-o^ 2'-0" 2'-s^ a-o^ a'-s^ 6'-s" s'-6" '-- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ys"TJ®Rim Board 1Ya" nail at each comer panels between each loaded joists 1a^ 2aa 1--0" 1--0" 1--0" r-6" 2'-6" 2'-6" a'-0" T-0" r-0" 1--0" r-o" T-0" 4'-0" 5'-0" T-0" 9'-0" -^ sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with 1 p p y. sso 1--0' t-o" r-s" 2'-6^ T-6^ a'-o^ s'-6" 8'-0" 1--0" 1--6" 2'-6" 4'-0" F-0" s'-6" F-0" 9'-6" U ) Ys Do not cut flanges. 1Y"TJ®Rim Board or 1Ya" 10d(0.131p"x 3")nails,one g 12"length of Y4" connections equivalent to Wood pk\�°e< \�l only. 260 1'-0' 1'-0" 2-0" a'-o" a'-s" 5'-0^ 6'-6" 9'-0" t'-s" 3'-0" a-o" 5'-0" V-0" T-6" 9'.0" 10'-0" - 9 each at to and bottom flange. on floor panel schedule. backer �ake� o� 1--0" r-o^ r-o^ r-o^ 1--s^ r-s" 3'-s^ 6'-0" r-o" 1--0^ 1--0^ 2'-0^ 3'-0^ 3'-6" 6'-6" e'-o" 11'.0- reinforcement O TimberStrand® LSL.Nail with one side at E5, 3 R`e a� ads 1s^ 230 1--0" 1--0" 1--0" 1--0" r-6" r-6" T-0" 4'-0" T-0" 1'4' 1l0" r-0" T-0" T-6" 4'-0" T-0" V-0-111--o. 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of/" �� pec c �0 36o t-0" 1--0" r-o" r-o" 2'-6^ 2•-6" 4'-6" s'-6" 9•-0" 1'-0" r-o" r-s" T-0^ s'-0" s'-6" 9•-0" 10'-0'• ( ) both sides at E6 reinforcement on ones e X12 e R` / Full depth verticalId ���� \E°� 56o r-o" 1-0" 1-o" 1-0" z'-s^ 3'-0° s'-o" 7'-6^ to'-o" 1-0° r-o^ 3'-0" a'-6- 1 ~ . each at top and bottom flange. joist web with 3 rows P °a ti't` °° I blocking between at ET both sides at E8 F1 �e`° 10d(0.148"x 3")nails at 6" 9 =4T_5-T6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 6" 10" 12" 15" 17" - Attach reinforcement on-center,clinched.Use 2 each joist 360 1 1'-0" r-0" IL 0" T-a' a'-0" 5'-s" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'. 2x4 minimum to joist flange with Z 1 " 7 " E7 E8 Less than 5" 18' j g 2'• 0 rows with 9/2 and 1 l/8 Less than 5" 560 1'-0" 1'-0" 1'-0" 1-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" T. 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6" squash blocks 8d(0.131"x 2Y2")nails at 6" a_vd` TJI®joists. 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-s" 1'-0" 1'-0" 1'-6' 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" ® �` O O 1 Gap*: WEB STIFFENER ATTACHMENT 560 1'-0" 1'-0" 1'-0" 1'-a' t o" 2'-0" 1 3"TJ Rim Board or on-center.When reinforcing E5 E6 I- CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Ys"minimum transfer load around TJl0�ioist E1 E1W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" 23/4"maximum Table B - Intermediate or Cantilever Support nails,one each at top and (1Yz"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,5601D) See sizes below. JOIST TJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end Web stiffener both sides. DEPTH 2" 3^ 4" 5^ 6%" T• B%" 1r' 13" 2" 3" 4" 5" 02" 7" 8'/" 11" 13" blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support adhesive to all 110 z'-o" r-s" 3'-s^ a'-s" T-6° r-s° z'-s" 3'-s" s'-s° 6'-6° Flush bearing plate required. Structural exterior sheathing locations using P PP Hanger height must ® contact surfaces T below,install web stiffener tight to top flange y�•. 210 2'-0" 2'-6" 3'-6" 5'-0" e'-0^ 2'-0'• 3'-0^ a'-0" 6'-6" 7•-6" g g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang Flashingtwo 8d(0.113"x 2Y2") t Ti ht fit* 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" s'-6" T-6" be a minimum odep h Attach per the table.Clinch to to flange(tight to bottom permitted at beam. g (gap at bottom flange) ofjoisrdeprh P p g ( g ° nails or Nailing Requirements sso 3'-s 5=0" s'-o' 6's" 10=0° a'o° ss" s'-6° s'-o" s=o" nails when possible. flange with face mount hangers). Treated 2x_ `s�sPa 22 screws, TJI Joist Series Depth Minimum Web Clinch nails when possible. , ledger ��° a� typical (in.) Stiffener Size Type Number Nails 110 1--0" 1--0" 1--6" 2'-6" 4'-0" 4'-6" '-6^ 1'-0" 1--6^ 2'-6" 4'-0^ T-0" 7'-0° s'-6" g 8�` End Intermediate 210 1'-0" 1'-0" T-0^ T-0" 4'-6" V-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" V-0" 8'-0" 10•-0" See fastener 1 , 1 110 All 52 x 2516"('I 11'/" 230 1'-0" 2'-0" 2'-s" 3'-6" 5'-0" 5'-6" 10'-0" t'-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" "f•;'! 1/e' TJ®Rim Board Or 1/" 360 2'-0" 3'-0" 4'-0" 5'-6" T-0" T-6^ 11'-0" 2'-0" 3'-6" 5'-0" T-0" 9'-6" 9'-6" 11--0" -•• . .. table below.Maintain 210 All 3/4"x 2%6"(" 8d Top mount 2"distance minimum from TimberStrand LSL. 7 " 5 560 1'-6" 3'.0^ 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" (minimum) 230&360 All / x 2/6 (0.113 x 22 ) 3 3 110 1--0" 1--0" r-o" 1--0" z'-0" r-6" 4'-6" e'-6" 1--0" r-0" r-0" 2'-s" 5'-0" 6'-0" 9'-0" 12'-0" hanger edge of ledger to fastener. Option#2: t 2x_strapping installed at 2 16d 210 1'-0" 1'-0" 1'-0" 1'-0" T-6" T-0" 5'-6" 9'-6" 1'-0" 1'-0" T-0" T-6" F-0" T-0" 10'-0" 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4'2' 1 14" 230 1--0" 1--0" 1--0" r-0" T'6" 4'-0" s'-o" 10'-6" 1--0" 1--0" z'-6" a'-o" s'-6" T-6" 11--0" 13'-s" Allowable Load lbs) 1 „ (0.135"X 32") 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0•' 5'-6" 9'.0" 10'-0" 12'-0" 14'-0" hanger both sides of web 2 screws per joist,typical 9 o Fastener 1Y4"TimberStrand® 1Ya"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1•-6" T-6" F-6" F-6" 9'-6~ 13'-6" 1'-0" T-0" 5'-0" T-0" 10'4' 11'-0" 13'-6" 15'-0" with single TJI.joist LSL rim board 16d Option#3: 560D 20 2x4'2' 5 5 210 r-0^ r-o" r-o" r-o^ r-o^ r-o^ 3'-s~ s'-o^ 10'-0" r-o^ r-o^ r-o^ r-s" a'-s^ s'-s•' 10'-0" 12'-6" ts•-o^ Web stiffeners required if sides of Y2"lag bolt 610 480 Directly applied ceiling 22"(3' (0.135"x 32") 6 11 16,. 230 1--0" 1'-0" 1--0" r-0" 1--6" r-0" 4'-0" 6•-6" 11--0" 1--0" r-0" 1--0" 2'-6" F-0" s'-0" 10'-6" 13'-6^ 16'-6" With top mount hangers,backer block required only Y PP 9 ,,, 3so r-o^ r-o^ r-0^ r-o" 3'-0^ a•-o" s'-s^ 10•-0^ t3'-s" 1--0^ r-0^ r-o" a'-o~ r-s^ s'-s^ 13'-0" 1a'-6^ rr'-o" H 1 hanger do not laterally support at Fit H3 24" 6 13 3 for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified On the layout, O (n least/"of TJI �joist top flange LA p y , one of W 1 PSI or PS2 sheathing,face rain vertical sso 1--0• 1--0" r-o° r-o" r-6" 3•-s" r-o" 11'-0" 15'-0^ r-o^ r-o^ 3'-s" 5'-s^ s'-o~ to'-o" 1a'-s" conditions.For nailing requirements see page 5,TJ- the bracing options above is required ( ) g• g 4" 5" 6" 7" 8" 10" 72" 15^ 17" 4" S. 6" 7" B" 10" 12" 15" 17- 9001, Weyerhaeuser installation Guide for Floor and g p q (2)Construction grade or better 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 r-o^ r-o" 1'-0" 1--6^ 3'.0" 9'-0" 15'-0" 1--0" 1--6" 4•-0" F-6" 9'-0" t4'-s" 16'-6~ 19'-6" Roof Framing,TJ-9001. 1e 560 1--0" V-0'== 2'-0" 6'-0" 10'-0" 1s'-s" r-0" T-6" s•-0" 8'-6" 11.6" 16'-6" 18'-0" FASTENING of FLOOR PANELS 20„ 360 1--0" 1'-0" 1--0" 1--0" n0" T-0" s'-0" 11--0" 15'-6" r-0^ r-o" 1--6" 4'-0" T-o" 12'-6" 16'-6°BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 0" 0" 1'-0" 0" 1'-6" 5'-6" 12' 16'-0" 1'-0" 0" 3'-0" TJI®(1)121 Rim Board ly2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU Nail Size 110,210, 360 and Y"TJiiRi 1y4„ TimberStrand®LSL Microllam, Parallam® g%••or 9'/"or 14"or 1 • Leave y"of web m BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 9/z"or 14"or 18"or 7 14"or 18"or (minimum)at top and bottom of hole. DO NOT cut joist flanges. W I CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL r 14" 7 7 iI%.- Z W Z BEARING AT WALL 11/s" 11/e" 16" 11 8.1 16" 20" 16 20" • Tables are based on uniform load tables in current design literature. Z OR WINDOW HEADER g � Z � Q,d- � - p/ 8d(0.113"x 2Yz'"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+2" 2x8+Yz" 2x12+)2" Two Two Two J IT O Z tu W 1 ® Strap per code if to late 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located _ 1/a"TJ Rim Board or P P P P 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4= (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1 ® is not continuous over at the center Of the joist span provided that no other holes occur In the joist. Q Z 1/a"TimberStrand LSL or s „ 3 „ Q t- O - 16d(0.162"x 3Y2'") 6" 6" 8" 6„ Cantilever 2x6 2x10 2x6+ 8 2x10+/ 2x6+Yz 2x10+)z" Not N blocking for lateral support header a Filler 4'-0" 6'-0" sheathingsheathing sheathing sheathingNotapplicable (1)Stagger nails when using 4"on-center spacing and maintain 1%"joist and panel edge distance.One row of fasteners is permitted(two at abutting g g applicable ALLOWABLE HOLES - Headers and Beams < IL.z Z (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long - Q Lu panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 0) 1.55E TimberStrand® LSL Headers and Beams Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. Detail F1 Q - O 1 " ( 5/a"or Y4 V44"or 3/8' 7/"or 1"Net 2x6 2x8 2x12 (v < J (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/2 and staggered. iF- plate is not continuous or H2 X - fn � '� 3 With 10d(0.148"x 1'/" nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the over column g (1)If necessa increase filler and backer block height for face mount hangers and maintain% Top mount (4)Can be reduced to 4"on-center if nail penetration Into the narrow edge is no more than 1 /e"(to avoid splitting). b! ry• g g gap at top of4"mi see detail le bloc and backer largest hole(minimum) O f)% '�� 3 ock dimensions should accomodate required nailing without splitting(12"minimum forbacker blocks and 24"minimum for filler blocks). N �(� Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /a"(to avoid splitting). %depth lam- V/ Q Q Column Face mount Protect untreated ■Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z 9 P 9 9 q 9 9 P i1' Q hanger wood from direct recommendations listed above. �I� ^ 7 Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor u L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O o O ■Nailing rows must be offset at least Y2"and staggered. " Z literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved o 0 0 0 0 1 He E TimberStrand®LSL ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round cantilever and end bearings by blocking Depth Hole Size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 3" a rim board or rim joist, 8 8" 11Ya"11%a" 3%" TJI®joist framing does not Fastener Installation Requirements E1 14"-16" 4%" 3iece #of Fastener require bridging or mid-span General Notes Sae illustration for allowed hole zone Width Plies („ blocking • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g �•».,I uniform and/or concentrated loads anywhere along the member. ;._ Yw g 1 r *`a`A. fwprid'j U '' • Round holes only t r•;" ;s, tet sides,stagger fasteners on the second r`=��- �� J} %f f • No holes in headers or beams in lank orientation. :. ^`.j l,•�l � v�a 10d nails 3" 3 y ri BEARING AT l2• side so they fall halfway between COLUMN 2 12d-16d nails 3 Y4' 2(2) One side fasteners on the first side. p Screws 3%"or 3Yz" 2 24" H2 j � s r+ :`ro♦�. ♦ to�i1 �k 2, DO NOT bevel cutJoist Other Trus Joist® Headers and Beams . 10d nails 3" 3 j AlO 12" Both sides Rim board joint 1 ,2, beyond inside face of wall. Microllam® LVL B �"tl;••.,;- RLI ' <'.., ty°x• 12d-16d nails 3/ 2 E2 between joists DO NOT overhang seat cuts N . 1a •*,.�?` x', is 3 9 1.3E TimberStrand® and Parallam®PSL 13/4 3%"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth � , . •"n Screws 2 24" Load must be applied evenly across 3. ° 5" One side face ofsupportmember, largest hole(minimum) ♦,., t (, .!"'.' entire beam width.Otherwise,use rA=r�•�ajaMa"•*" Verify column capacity 10d nailsj3' 3" 3'2' connections for side-loaded beams. DO NOT cut,notch or drill 12" One side holes In headers or beams L,i tJ r and beam bearing (3 (2 (per ply) except as indicated in ED �!1.T O 8 2021 • L5 length.See current 4 12d-16d nails 3Ya" 2 d o 0 0 Illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o o Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams Q 5"or 6" Both sides maximum width of 7" 1Ys"TJ^Rim Board or 1%" Parallam®PSL Header orBeam Maximum Round O 3Yz" 2 Screws 6 3/4" 2 24 One side O L3 TimberStrand® LSL. allowed hole zone Depth Hole Size = A2 middle%span 4%" 1" Q F- d) Yz"bolts 8" 2 24" - 5%" 13/" O rnn d 1.3E TimberStrand®LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP . 61 L1 7Y4%20" 2" COLUMN D ETAI U-3 (2)An additional row of nails is required with depths of 14"or greater. H1IL (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. sae Illustration for Allowed Hole zone O O n General Notes B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O O BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. - ot- vin • No holes in headers or beams in plank orientation. 1 ® (Load bearing wall above) 1/a"TJ Rim Board or 1 Joist may be shifted up to 3"if Use B1 or B2 at 1/a"TimberStrand® LSL. One 10d(0.128"x 3") floor anal edge is supported P � Q g ands an ratingg is not exceeded. O B4 intermediate bearings WARNING - o � O � Z o One 8d(0.113"x 2%") nail into each flange p with load bearn or t� 6 % nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally Q 1L nails at an angle at braced/shearwall O t Plumbing Drop Bracing Includes: O I (� least 1/2"from end. j from aboNe O O P1 End Of•OIStS • Blocking • Sheathin ' at centerline 9 Strut Lines - v O O • Hangers • Rim Board • Rim Joist < Q � 3%"minimum of support L2 r J 'Q COLUMN BASE 3 • intermediate bearing Also see detail B2 'I ' 1/a'minimum end bearing 9 W P lL single-family a lications 5Y4"may be required 9 Y PP � � H1 sa � � r a � � X for maximum O � _ QIL X < Shear transfer pa el nailing schedule lent capacity o • y a Q Q Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building + OL ° until braced. that are lying flat. materials on unsheathed - N 1/a"TJ®Rim Board, TJI®560 rim joist:Toe Additional joist is required if O y g Q 1Y4"TimberStrandT LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists. Stack only over O J (� - floor panel edge is unsupported L4 . . v W OflooTJI®110 rim joist: nails,one each side of or if span rating is exceeded. !• WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail TJI®joist flange TJP560 O Exterior Deck DO NOT use sawn J W r ° Attachment Lack of proper bracing during construction can result in serious into each flange joist �% .` • :•.; .:' /umber for rim 0 W 0 Structural accidents.Observe the following guidelines: tL 2 QC TJI®210,230 and 360 rim °' . o board or blocking, H + INSTALLATION TIPS .• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 1L O ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �--� One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. O COLUMN BASE ( /2 ) may not be required. o 1%"minimum bearing into each flange Y q Use Only 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O 1Y) Top View O joist.Without this bracing,buckling Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. 1 c g, sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(6' worker or one layer of unnailed sheathing, -� BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1%"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. IV'TJ®Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. >;; «;,:�''; •':r" TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: OCTOBER 2021 �' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 Of DRAHINC NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. ^ I